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CORRESPONDENCE_2007-2009
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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WAVERLY
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6484
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4400 - Solid Waste Program
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PR0440004
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CORRESPONDENCE_2007-2009
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Last modified
4/17/2025 10:07:13 AM
Creation date
1/4/2022 2:21:44 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
CORRESPONDENCE
FileName_PostFix
2007-2009
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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1] <br />the south with a gradient of approximately 0.002 foot per foot. Groundwater flow <br />velocity has been calculate to be 67 feet per year. <br />Environmental Monitoring <br />The current groundwater monitoring system is comprised of four monitoring wells, one <br />upgradient well (MW -1) and three down gradient wells (MW -2, MW -3 and MW -3). <br />Volatile organic compounds (VOCs) were first detected in 1991 in one groundwater <br />monitoring well, MW -2. The cause of the impact was believed to be landfill gas <br />migration. A landfill gas (LFG) collection system was installed in 1996 to mitigate <br />groundwater impacts and control LFG migration. Three VOCs were reported <br />consistently since first confirmed in 1991; however, recent monitoring data indicates one <br />VOC remaining at very low concentration (tetrachloroethene below 1 ppb). <br />An increasing chloride trend has been developing in MW -2, MW -3 and MW -4. <br />Concentrations do not exceed the recommended secondary maximum contaminant level <br />(MCL) for drinking water (25.0 mg/1) in wells MW -2 and MW -3 <br />Run-off/Run-on facilities <br />Harney Lane Sanitary Landfill utilizes several methods to control run-on and run-off. A_ <br />perimeter berm/road surrounds the site and prevents water from entering. The facility <br />utilizes drainage ditches along the berm/road to handle storm water runoff from the <br />landfill. The ditches discharge to a stormwater retention pond located at the south end of <br />the site. <br />HYPOTHETICAL RELEASE SCENARIO <br />Based on the current impact to groundwater by LFG, and that this is an unlined site, the <br />most reasonably foreseeable release that will require corrective action is an elevation in <br />VOCs rather than an elevation of inorganics as follows: <br />An Evaluation Monitoring Program (EMP) will be conducted to investigate the lateral <br />and vertical extent of a release from Harney Lane Sanitary Landfill. This EMP will <br />consist of preparing a work plan for approval by the jurisdictional agencies, <br />implementing the field investigation of this Plan, and reporting the findings. <br />An EMP work plan will be submitted to the RWQCB in accordance with Section 20425 <br />(a) and (b) of Title 27. The EMP will include a soil gas and groundwater step-out/step- <br />Corrective Action Financial Assurance Cost Estimate 2 September 30, 2008 <br />Harney Lane Sanitary Landfill San Joaquin County Public Works Department <br />
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