My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_1995
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
W
>
WAVERLY
>
6484
>
4400 - Solid Waste Program
>
PR0440004
>
ARCHIVED REPORTS
>
ARCHIVED REPORTS_1995
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
7/17/2020 3:53:09 PM
Creation date
7/3/2020 10:41:03 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
1995
RECORD_ID
PR0440004
PE
4433
FACILITY_ID
FA0004517
FACILITY_NAME
FOOTHILL LANDFILL
STREET_NUMBER
6484
Direction
N
STREET_NAME
WAVERLY
STREET_TYPE
RD
City
LINDEN
Zip
95236
APN
09344002
CURRENT_STATUS
01
SITE_LOCATION
6484 N WAVERLY RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\SW\SW_4433_PR0440004_6484 N WAVERLY_1995.tif
Tags
EHD - Public
Jump to thumbnail
< previous set
next set >
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
310
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
). H. KLEINFELDER & ASSOCIATES <br /> File No. S-1008-35 <br /> May 17, 1985 <br /> Page 11 <br /> on Plate XIV. The total dissolved solids for these three wells varied from 185 to 220 parts <br /> per million. This compares to the maximum allowable under Title 22 Guidelines of 1,000 <br /> parts per million. All other constituents were considerably below maximum allowable levels. <br /> Because there is very limited data available on groundwater quality in the eastern <br /> portion of the county prior to the late 1940's, it is very difficult to determine long-term <br /> overall trends. Since the present MDS levels are low and based on published information, it <br /> is unlikely that there has been significant increases in any of the minerals for which <br /> analyses were made in the past. <br /> GENERAL COMMENTS ON PERMUEUTY <br /> Based on our field explorations, it appears, that two-thirds of the materials <br /> encountered in the test borings consist of cemented clays and silts with in place <br /> permeabilities on the order of 1x10-6 to 1x10-7 an./see. 'These same materials when <br /> remolded can have permeabilities as slow as 1x10-8 to 1x10-9 an ./sec. An example is <br /> the test result of 3.2xI0-3 an./sec. on remolded clay from Boring 5 obtained immediately <br /> below the landfill. The remaining materials consist of cemented silty sand with in-place <br /> permeabilities on the order of 1x10-3 an./see.. and remolded permeabilities between <br /> 1x10-4 to 1x10-5 an./sec. <br /> LIMITATIONS <br /> 1. The conclusions and recommendations in this report are based on the test boring drilled <br /> for this study. It is possible that variations in the soil conditions could exist between <br /> or beyond the points of exploration or the groundwater elevation may change, both of <br /> which may require additional studies, consultation and possible design revisions. <br /> 2. This report was prepared in accordance with the generally accepted standard of <br /> i <br />
The URL can be used to link to this page
Your browser does not support the video tag.