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CORRESPONDENCE_2016-2017
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4400 - Solid Waste Program
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PR0440004
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CORRESPONDENCE_2016-2017
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Last modified
4/17/2025 10:07:34 AM
Creation date
1/7/2022 10:13:31 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
CORRESPONDENCE
FileName_PostFix
2016-2017
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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11 <br />2U.01_06*14 <br />This work plan presents the procedures for drilling and abandoning soil <br />borings in the future lined module 2B at Foothill Sanitary Landfill (FSL). <br />;FAN&-jh i T3�71] <br />A. Foothill Sanitary Landfill <br />FSL is located in eastern San Joaquin County at 6484 N. Waverly <br />Road, four miles east of Linden, CA. The landfill is a single Class III <br />Waste Management Unit on an 800 -acre parcel. This Unit is comprised <br />of Module "I", Module 1, 2A, and future modules. Future modules will <br />overlap onto other completed modules, including Module "I" until final <br />closure of the Unit. Waste discharged to the landfill includes municipal <br />waste, construction/ demolition waste, and agricultural waste. <br />1. Geology and Hydrogeology <br />The first water bearing zone encountered is in sandy gravel at a depth <br />of more than 200 feet below the ground surface. Groundwater <br />elevations vary between approximately 38 and 61 feet MSL. <br />Groundwater elevations fluctuate less than one foot seasonally. The <br />groundwater is unconfined or partially confined. Above the water - <br />bearing zone, the soil layers are moderately to well -cemented layers of <br />sandstone and siltstone with claystone and conglomerates. This soil is <br />mostly moderately slow in permeability with sporadic sandy layers that <br />are well drained. <br />Drilling and logging the temporary borings would help SWD determine the <br />areas lithology and compile a soil's report to be used by the construction <br />contractor for Module 213's soil excavation and soil screening. <br />The borings will be drilled south of Module 2A away from the lined area <br />and refuse (Figure 1). Drilling locations will be adjusted in the field based <br />on site conditions. Each boring will be drilled to estimated depth of 200 ft. <br />Work Plan -FH -Temp Borings San Joaquin County <br />November 10, 2017 Department Of Public Works <br />1 Solid Waste Division <br />
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