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CORRESPONDENCE_2018-2019
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4400 - Solid Waste Program
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PR0440004
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CORRESPONDENCE_2018-2019
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Last modified
5/28/2025 4:27:38 PM
Creation date
12/20/2021 12:36:14 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
CORRESPONDENCE
FileName_PostFix
2018-2019
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
Tags
EHD - Public
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CJ <br />secondary suction lysimeter, this is evidence that the lysimeters installed below the Landfill 2 <br />(LF -2) liner of module 1 are not in saturated soil. <br />A rush laboratory turnaround was requested for the September 6 samples. The VOC laboratory <br />testing was completed on September 7, 2018. As shown on the attached lab report, several <br />VOCs were again detected. However, the number and concentration of VOCs were lower from <br />the September 2018 verification sample as compared to the initial August 2018 sample, as <br />shown below: <br />Since the fluid extracted from LZ -4 contains landfill gas (LFG) volatile compounds and does not <br />have characteristics of leachate, and since it is in such small quantity, the most likely source of <br />this unsaturated vadose zone water is the condensation of LFG vapors from the adjacent <br />unlined portion of Landfill 1 (LF -1). It should be noted that LF -2 was ruled out as a source of <br />LFG vapors. It is unlikely that LFG from LF -2 is the source, as the temperature of the water <br />extracted from LZ -4 is approximately 23 degrees C, which is less than that of leachate in LF -2. <br />It is an accepted condition that LFG is migrating from the unlined landfill LF -1, which is <br />promoted by the over -liner (piggyback liner) installed over waste on the east side of LF -1 (See <br />Figure 1). It is believed that LFG vapors from unlined LF -1 that are trapped under the LF -2 <br />over -liner are migrating under the LF -2 liner system toward LZ -4. Due to the presence of <br />moisture in the soil at LZ -4, it is believed that these vapors are cooling in the soil beneath LF -2. <br />Moisture entrained in the LFG may form condensate in the unsaturated soil under the LF -2 liner. <br />When vacuum is applied to LZ -4, this condensate/moisture would be drawn into the body of the <br />suction lysimeter, and thus be expelled to the surface in the form of a liquid when pressure is <br />applied to the lysimeter body. <br />The LFG vapors migrating under the LF -2 liner must not be that extensive, as only limited <br />amounts of condensate can be withdrawn at the LZ -4 location. In addition, fluid or condensate <br />was not produced at the other suction lysimeter locations beneath LF -2 (LZ -2 and LZ -3). <br />Although the amount of condensate appears to be minimal, in order to curtail its reoccurrence <br />and to control the LFG migration, the County must proceed with its current LFG corrective <br />2 <br />LZ -4 <br />Sample Date & <br />Result <br />Parameter <br />Units <br />8/2/2018 <br />9/6/2018 <br />Benzene <br />ug/L <br />0.35 J <br />0.27 J <br />1,4 -Dichlorobenzene <br />ug/L <br />0.23 J <br />0.15 J <br />cis-1,2-Dichloroethene <br />ug/L <br />0.13 J <br /><0.085 <br />Ethylbenzene <br />ug/L <br />0.26 J <br />0.12 J <br />Tetrachloroethene <br />ug/L <br />0.31 J <br />0.25 J <br />Toluene <br />ug/L <br />0.16 J <br /><0.093 <br />Trichloroethene <br />ug/L <br />0.12 J <br /><0.085 <br />Trichlorofluoromethane <br />ug/L <br />0.22 J <br /><0.13 <br />Total Xylenes <br />ug/L <br />0.98 J <br />0.60 J <br />Acetone <br />ug/L <br />200 <br />130 <br />All other VOCs ND <br />ug/L <br />ND <br />ND <br />Since the fluid extracted from LZ -4 contains landfill gas (LFG) volatile compounds and does not <br />have characteristics of leachate, and since it is in such small quantity, the most likely source of <br />this unsaturated vadose zone water is the condensation of LFG vapors from the adjacent <br />unlined portion of Landfill 1 (LF -1). It should be noted that LF -2 was ruled out as a source of <br />LFG vapors. It is unlikely that LFG from LF -2 is the source, as the temperature of the water <br />extracted from LZ -4 is approximately 23 degrees C, which is less than that of leachate in LF -2. <br />It is an accepted condition that LFG is migrating from the unlined landfill LF -1, which is <br />promoted by the over -liner (piggyback liner) installed over waste on the east side of LF -1 (See <br />Figure 1). It is believed that LFG vapors from unlined LF -1 that are trapped under the LF -2 <br />over -liner are migrating under the LF -2 liner system toward LZ -4. Due to the presence of <br />moisture in the soil at LZ -4, it is believed that these vapors are cooling in the soil beneath LF -2. <br />Moisture entrained in the LFG may form condensate in the unsaturated soil under the LF -2 liner. <br />When vacuum is applied to LZ -4, this condensate/moisture would be drawn into the body of the <br />suction lysimeter, and thus be expelled to the surface in the form of a liquid when pressure is <br />applied to the lysimeter body. <br />The LFG vapors migrating under the LF -2 liner must not be that extensive, as only limited <br />amounts of condensate can be withdrawn at the LZ -4 location. In addition, fluid or condensate <br />was not produced at the other suction lysimeter locations beneath LF -2 (LZ -2 and LZ -3). <br />Although the amount of condensate appears to be minimal, in order to curtail its reoccurrence <br />and to control the LFG migration, the County must proceed with its current LFG corrective <br />2 <br />
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