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CORRESPONDENCE_2014-2015
Environmental Health - Public
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4400 - Solid Waste Program
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PR0440004
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CORRESPONDENCE_2014-2015
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Last modified
4/17/2025 10:06:07 AM
Creation date
1/7/2022 4:19:02 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
CORRESPONDENCE
FileName_PostFix
2014-2015
RECORD_ID
PR0440004
PE
4433 - LANDFILL DISPOSAL SITE
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
Active, billable
SITE_LOCATION
6484 N WAVERLY RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\cfield
Supplemental fields
Site Address
6484 N WAVERLY RD LINDEN 95236
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EHD - Public
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Taj Bahadod <br /> Page 6 of 9 <br /> December 23,2014 <br /> only occur following a dramatic climatic calamity not experienced in the past several <br /> thousands of years. <br /> The data presented on cross section A-A' indicates that monitoring well MW-2R penetrates <br /> the deepest into the Mehrten Formation. It penetrates the Mehrten to an elevation of <br /> approximately 0 ft, msl. Monitoring well MW-5 penetrates the Mehrten to an elevation of <br /> approximately 25 ft, msl. New double screened monitoring well MW-6 will likely encounter <br /> the same material observed in the boring log of MW-5, but penetrate to an elevation of <br /> approximately 0 ft, msl. Based on the boring log for monitoring well MW-2R, which <br /> penetrated to that same elevation, it is my professional opinion that the same continuous <br /> sandstone unit of Mehrten Formation will be encountered at that depth,as have all of the other <br /> wells at the site. It is also my professional opinion that the lower screened interval of MW-6 <br /> will monitor the first encountered groundwater within the same sandstone unit, when the <br /> groundwater levels at the site drop below their present levels. <br /> Screen Separation in MW-6 <br /> The two discrete screened intervals in MW-6 allow for the continuous monitoring of this well <br /> when the water level in the Mehrten drops. The portion of the sandstone unit open to the <br /> lower screened interval at MW-6 is hydraulically separated from the upper screened interval <br /> by a bentonite seal in the borehole. This bentonite seal prevents groundwater exposed to the <br /> upper screened interval to penetrate deeper through the borehole into lower screened interval. <br /> An inflatable packer will be placed between the two screens to prevent water from the lower <br /> screen to be collected by the sampling pump, thus diluting the sample collected from "first <br /> encountered groundwater". When the water level in this continuous sandstone unit drops <br /> below the upper screen,the packer will be removed and the sampling pumped lowered to the <br /> lower screen. This process can be reversed if climatic and/or groundwater extraction <br /> conditions change. <br /> VOCs in Groundwater <br /> Groundwater well MW-3 is the only monitoring well at the site where volatile organic <br /> compounds(VOC)have been detected. VOC detections at MW-3 have been intermittent,the <br /> most recent sample collected from MW-3 during the third quarter 2014 monitoring event was <br /> free of VOC detections. The data presented in the semiannual monitoring reports describe the <br /> non-uniform detections of VOCs at MW-3 and present an interpretation for their appearance <br /> and disappearance based upon surface activities. The current spate of detections is believed to <br /> be derived from the installation of an impermeable liner over a portion of the waste in Module <br /> 1. It is our professional opinion that this liner has caused increased migration of landfill gas <br /> (LFG) into the vadose zone of the Mehrten Formation and this LFG is the carrier medium for <br /> VOCs. <br /> MW-6 Design.docx <br />
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