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CORRESPONDENCE_2016-2017
EnvironmentalHealth
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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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Table 1 -LF -1 (continued) <br />Preliminary Closure Cost Estimate <br />Foothill Sanitary Landfill <br />San Joaquin County, California <br />Revised 3/15/2017 <br />FINAL COVER - Assumes 4.5 feet ET cover over existing vegetated 18 -inch thick (minimum) intermediate cover. <br />ET cover thickness over existing cover (FT) 4.5 <br />Volume of ET cover needed (CY) None This LF is closed <br />1. Final surface of LF1 is closed w/ ET cap. <br />2. See above. <br />3. See above. <br />MONITORING SYSTEM <br />4. Based on three -probe soil gas monitoring wells installed in 2015. for both LFs, apportioned based on footprint of this LF <br />vs. the footprint of both LFs. <br />5. Assume two additional groundwater monitoring wells will be required at closure. Cost from Gregg Drilling, current in <br />2015. for both LFs, apportioned based on footprint of this LF vs. the footprint of both LFs. <br />6. L simeters not installed for LF -1 due to lack of liner. <br />LFG CONTROL - a portion of the above -ground LFG system will be replaced during closure <br />7. Disabling and rebuilding of LFG field components, based on 2015 construction costs. for both LFs, apportioned based on <br />closure area of this LF vs. the combineed closure area of both LFs. <br />8. Horizontal LFG collectors will be installed during refuse fill, and will not be part of the closure project. <br />SITE IMPROVEMENTS <br />9. Based on 2015 Foothill Area 2A construction project. Drainage structures will include perimeter ditching and graded <br />drainage swales on the landfill sideslopes and perimeter of slope The top and sideslope swales are 11,000 feet long, and <br />the perimeter ditches are 21,000 feet long. Ditches and detention basins within the 200 -foot -wide setback area will be <br />constructed as an element of each adjacent module, not in closure. for both LFs, apportioned based on closure area of this <br />LF vs. the combineed closure area of both LFs. <br />10. Jan 2017 prices. Approximately 2,500 feet of aluminized steel chain link fence, 6 feet tall with barbed wire at top. Note: <br />most fencing will be placed around the entire site as it is developed. for both LFs, apportioned based on closure area of this <br />LF vs. the combineed closure area of both LFs. <br />11. Assume four survey monuments will be installed at closure at $6,000 each, from Andregg Feb 2017. for both LFs, <br />apportioned based on closure area of this LF vs. the combineed closure area of both LFs. <br />12. None for LF -1. <br />13. No dismantlin2 of environmental control s stems elanned for closure. <br />PROFESSIONAL SERVICES <br />14. Professional services for closure are not needed because final landfill surface of LF -1 is closed. <br />15. See above. <br />16. See above. <br />Foothill Sanitary Landfill San Joaquin County DPW - Solid Waste <br />\\PVWMPF01\sharesWaint-Ops\OSolidWaste\Engineering\1Foothill\CalRecyde\2017 JTD Revision\2017 March WDR Revs\20173-15 PCPCMP Revised 3/15/2017 <br />
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