My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_2008_1
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
W
>
WAVERLY
>
6484
>
4400 - Solid Waste Program
>
PR0440004
>
ARCHIVED REPORTS
>
ARCHIVED REPORTS_2008_1
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
7/17/2020 3:53:27 PM
Creation date
7/3/2020 10:43:29 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2008_1
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_2008_1.tif
Tags
EHD - Public
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
26
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
II. DESIGN CONSIDERATIONS <br /> The monitoring perimeter soil gas wells are designed to account for following site <br /> factors as specified in Title 27, section 20923. Best management practices identified <br /> by California Integrated Waste Management Board were also followed. <br /> A. Site Soil Conditions <br /> Local soil and rock conditions do not require special design features in the soil gas <br /> wells. The site materials from the surface to 300 feet in the landfill vicinity consist <br /> of alluvial deposits of two formations, the Laguna and Mehrten Formations. The <br /> Laguna Formation consists of consolidated gravels, sandstones, and siltstones. <br /> The Mehrten Formation consists of sandstone and siltstone, with conglomerate <br /> layers, claystone and mudstone. During well installation, sand lens layers will not <br /> be blocked. <br /> B. Hydrogeologic Conditions <br /> 1 Hydrogeolgic conditions at the disposal site do not require special design features <br /> in the soil gas wells. Groundwater near the landfill property is continually being <br /> recharged by percolation of surface waters, which originate in the Sierra Nevada <br /> and adjacent foothills. Depth to groundwater ranges between 204 feet and 270 <br /> feet. Groundwater elevation ranges between 46 feet to 61 feet MSL. <br /> Groundwater elevations fluctuate less than one foot seasonally. The groundwater <br /> gradient is 0.0015 foot per foot to the southwest. <br /> C. Locations of Buildings and Structures Relative to the Migration Monitoring <br /> Perimeter <br /> Adjacent land use and inhabitable structures within 1 000 feet of the disposal i <br /> � posa site <br /> are primarily agriculture and livestock grazing. <br /> At present, there are two residential houses located off-site near the northwestern <br /> property corner of FSL (Figure 1). The existing refuse footprint is more than <br /> 2000 ft from these houses. These residential houses will be considered <br /> "off-site structures" and will not be monitored for methane concentration. <br /> On-site structures within the monitoring perimeter, such as the scale house, <br /> maintenance building, manager's residence and other on-site residences within <br /> the landfill property limits, will be monitored for methane concentration (Figure 1). <br /> Locations of buildings and structures relative to the migration monitoring perimeter <br /> do not require special design features in the monitoring wells. <br /> D. Man-Made Pathways <br /> There are no man made pathways for the transmission of landfill gas off-site near <br /> FSL. <br /> 1 Foothill Sanitary Landfill 4 County of San Joaquin <br /> Landfill Gas Monitoring Plan Department of Public Works <br /> Solid Waste Division <br />
The URL can be used to link to this page
Your browser does not support the video tag.