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ARCHIVED REPORTS_1993_1
Environmental Health - Public
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EHD Program Facility Records by Street Name
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4400 - Solid Waste Program
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PR0440001
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ARCHIVED REPORTS_1993_1
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Last modified
7/17/2020 3:53:09 PM
Creation date
7/3/2020 10:39:46 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
1993_1
RECORD_ID
PR0440001
PE
4433
FACILITY_ID
FA0004514
FACILITY_NAME
AUSTIN ROAD/ FORWARD LANDFILL
STREET_NUMBER
9069
Direction
S
STREET_NAME
AUSTIN
STREET_TYPE
RD
City
STOCKTON
Zip
95215
CURRENT_STATUS
02
SITE_LOCATION
9069 S AUSTIN RD
P_LOCATION
01
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\SW\SW_4433_PR0440001_9069 S AUSTIN_1993_1.tif
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EHD - Public
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TABLE S.l: SUMMARY OF IMPACTS AND MITIGATION MEASURES (Continued) <br /> Environmental Impact Mitigation Measure Level of Significance After Mitigation <br /> K. Hydrology,Geohydrology,and Water Quality <br /> (Cont.) <br /> (c) The project includes a leak detection system,a <br /> series of secondary collection trenches beneath <br /> the liner and directly under the leachate <br /> collection trenches. <br /> (d) Removal of any hazardous materials spotted <br /> during delivery thus minimizing the potential for <br /> leachate contamination if there is a break in the <br /> liner or the leachate collection system. <br /> K.6. Project activities that increase leachate (a) The extraction wells developed as part of the Less than Significant <br /> production from the existing landfill materials CAP should be maintained and monitored during <br /> during various phases could alternately Phases V and VI,to be employed as needed for <br /> facilitate the remediation of local groundwater, the extraction of any residual contamination by <br /> or result in groundwater contamination. leachate. <br /> (SIGNIFICANT) <br /> K.7. Surface and/or groundwater contamination (a) Maximum pre-loaded settlement of the existing Less than Significant <br /> could result if differential settlement damaged landfill would provide the maximum period for <br /> the liner.and/or leachate collection system of settlement,and would take advantage of <br /> the vertical expansion portion of the landfill anticipated improvements in geosynthetic <br /> (Phases V and VI). (SIGNIFICANT) technology that would occur over the next 35 <br /> years. <br /> (b) The final design for the vertical expansion may <br /> include additional components in the liner <br /> system,depending on future differential <br /> settlement on the liner system. <br /> S.26 <br />
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