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ARCHIVED REPORTS_1995
EnvironmentalHealth
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4400 - Solid Waste Program
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PR0440004
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ARCHIVED REPORTS_1995
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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
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EHD - Public
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stock and domestic uses. The future use is not expected to change. <br /> 7 . 0 SITE DEVELOPMENT PLAN <br /> Landfill operations started in 1967 . Approximately 80 acres have <br /> received waste to date. The remainder of the site will be <br /> developed in modules. The tentative sequence of future landfill <br /> modules and the existing fill area are shown on drawing 3 in the <br /> Preliminary Closure Plan (Appendix A) . Excavation will proceed one <br /> module ahead of refuse fill to provide daily cover material and <br /> ensure that landfill operations can continue once a module has been <br /> completed. <br /> Minimum final landfill top slopes of 3 percent are maintained to <br /> provide adequate drainage and prevent ponding. Drainage control is <br /> handled by collecting sheet flow runoff in the landfill perimeter <br /> ditches which are directed to the existing drainage channel on the <br /> east side of the property. <br /> Maximum final landfill slopes are constructed not steeper than 12 <br /> percent along the perimeter slopes to minimize erosion. The final <br /> landfill cover will be constructed to meet all applicable state and <br /> federal regulations in force at the time it is to be constructed. <br /> The final cover will be placed and vegetated as landfill modules <br /> are brought to final grade. The vegetation will minimize erosion, <br /> promote evapotranspiration, and blend in with surrounding <br /> vegetation. Drawing 2 of Appendix A shows existing topography and <br /> proposed final elevations for the site. <br /> 8 . 0 GEOLOGY, SOILS, AND GROUND WATER <br /> The County hired Kleinfelder Inc. in 1985 to perform a Geologic <br /> Investigation (Appendix E) for the Foothill Sanitary Landfill. The <br /> following is a summary of this investigation. <br /> 8 . 1 GEOLOGY <br /> The Foothill Sanitary Landfill is located on the eastern edge of <br /> the Great Central Valley geologic province. The Great Valley is an <br /> asymmetrical trough filled with a thick sequence of flat lying <br /> marine and continental sediments. The site is located in an area <br /> underlain by volcanic flows and sediments. These deposits have <br /> since been eroded and weathered to form the present-day low, <br /> rolling-hill topography. <br /> The site is underlain by alluvial deposits of the Laguna Formation <br /> overlying the Mehrten Formation. The Laguna Formation consists of <br /> consolidated gravels, sandstones, and siltstones. The slightly <br /> older Mehrten Formation generally consists of sandstone and <br /> siltstone, with conglomerate layers and claystone or mudstone. <br /> is 24 <br />
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