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COMPLIANCE INFO_FINAL WMU FU-23 DESIGN RPT & CONCURRENCE LTRS
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COMPLIANCE INFO_FINAL WMU FU-23 DESIGN RPT & CONCURRENCE LTRS
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Last modified
12/1/2023 8:51:58 AM
Creation date
11/30/2023 9:10:04 AM
Metadata
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Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
COMPLIANCE INFO
FileName_PostFix
FINAL WMU FU-23 DESIGN RPT & CONCURRENCE LTRS
RECORD_ID
PR0440005
PE
4433
FACILITY_ID
FA0004516
FACILITY_NAME
FORWARD DISPOSAL SITE
STREET_NUMBER
9999
STREET_NAME
AUSTIN
STREET_TYPE
RD
City
MANTECA
Zip
95336
APN
20106001-3, 5
CURRENT_STATUS
01
SITE_LOCATION
9999 AUSTIN RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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<br />WMU FU-23 i <br />Contents <br />Section Page <br /> <br />1 Introduction .......................................................................................................................... 1-1 <br /> <br />2 Base and Final Grading ....................................................................................................... 2-1 <br /> 2.1 General ............................................................................................................................. 2-1 <br /> 2.2 Liner and LCRS Grades ................................................................................................... 2-1 <br /> 2.3 Slope Lining System ........................................................................................................ 2-2 <br /> 2.4 Refuse Fill Grades ............................................................................................................ 2-2 <br /> <br />3 Slope Stability ....................................................................................................................... 3-1 <br /> 3.1 Analytical Method ............................................................................................................ 3-1 <br />3.2 Stability Analysis ............................................................................................................. 3-2 <br />3.2.1 Material Properties ......................................................................................... 3-2 <br />3.2.2 Results of Slope Stability Analyses ................................................................ 3-3 <br /> <br />4 Surface Water Drainage ...................................................................................................... 4-1 <br /> <br />5 Containment System ............................................................................................................ 5-1 <br /> 5.1 Lining System ........................................................................................................... 5-1 <br />5.1.1 Clay Liner ....................................................................................................... 5-1 <br />5.1.2 Geosynthetic Clay Liner………………………………………………….. ..5-2 <br />5.1.3 HDPE Geomembrane………………….………………………………….. ..5-2 <br /> 5.2 Leachate Collection and Removal System (LCRS) .................................................. 5-2 <br />5.2.1 Slope LCRS .................................................................................................... 5-3 <br />5.2.2 Base LCRS………….…………………………………………………….. ..5-3 <br /> 5.3 Protective Operations Layer ...................................................................................... 5-4 <br /> <br />6 Summary ............................................................................................................................... 6-1 <br /> <br />7 References ............................................................................................................................. 7-1 <br /> <br />Appendices <br />Appendix A. Construction Drawings <br />Appendix B. Design Calculations <br />Appendix C. Specifications <br />Appendix D. Construction Quality Assurance (CQA) Manual <br /> <br /> <br />Tables <br />3-1 Material Properties Used for Stability Analysis Forward Landfill ......................................... 3-2
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