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ARCHIVED REPORTS_2009_1
Environmental Health - Public
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4400 - Solid Waste Program
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ARCHIVED REPORTS_2009_1
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Last modified
7/17/2020 3:53:31 PM
Creation date
7/3/2020 10:44:06 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2009_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_2009_1.tif
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EHD - Public
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elevations fluctuate less than one foot seasonally. The groundwater is unconfined or partially <br /> confined. <br /> Above the water-bearing zone, the soil layers are moderately to well-cemented layers of sandstone <br /> and siltstone with claystone and conglomerates. This soil is mostly moderately slow in <br /> permeability with sporadic sandy layers that are well drained. <br /> Construction <br /> Module"I"is an unlined module covering approximately 80 acres. <br /> Module 1 was completed in December 2003. It covers approximately 34 acres with composite <br /> liner conforming to RCRA Subtitle D and CCR Title 27 as follows (from top to bottom): <br /> 2-foot-thick soil operations layer <br /> • 8 oz/synthetic nonwoven geotextile separator/filter <br /> • Drainage layer: <br /> — Base: 0.75-foot-thick gravel drainage layer with leachate collection troughs with <br /> 4-inch-diameter piping <br /> — Side slopes: geocomposite drain layer with nonwoven geotextile separator/filter <br /> • 60-mil HDPE geomembrane <br /> • Geosynthetic clay liner(GCL)on prepared surface <br /> • 1-foot thick prepared subgrade(base only). <br /> COMPLIANCE HISTORY SUMMARY <br /> Prior to March 2000, the landfill was found not to impact groundwater. From March 2000 to <br /> October 2001, volatile organic compounds (VOCs) were detected at a single groundwater <br /> monitoring well, MW-3. These detections have been ascribed to ponding along a road on refuse <br /> immediately adjacent to that monitoring well during the winters of 1995/1996, 1996/1997, and <br /> 1997/1998. Impact to groundwater at other wells was not indicated. <br /> In the spring of 1998, covering with refuse and grading corrected ponding. However, penetration <br /> of water into the refuse below the ponding area apparently caused an increase in landfill gas(LFG) <br /> production in the years after ponding was corrected, sufficient to impact the groundwater. <br /> Correction of the ponding has since allowed the LFG production to dissipate, and groundwater <br /> contamination has not been confirmed in MW-3 since October 2002 (over six years). <br /> Contamination has not been confirmed at other groundwater monitoring wells at any time. <br /> In February 2002, water samples from MW-3 indicated that impact to groundwater had ceased. <br /> Except for"false positive" detections due to laboratory contamination, impact to groundwater has <br /> not been indicated at this well since that time. Groundwater impact at the other wells by VOCs <br /> has not been indicated since the wells were installed. <br /> Foothill Sanitary Landfill 2 Department of Public Works/Solid Waste <br /> 2"'Semester and Annual 2009 Groundwater Monitoring County of San Joaquin—January 31,2010 <br />
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