Laserfiche WebLink
As-Built CQA Report for the Construction of Area 2A at the Foothill Sanitary Landfill <br /> San Joaquin County,California <br /> • 6.5.3 HDPE Geomembrane...................................................................................................25 <br /> 6.5.4 8-oz Geotextile..............................................................................................................28 <br /> 6.5.5 Drainage Geocomposite................................................................................................28 <br /> 6.5.6 Sacrificial Geomembrane..............................................................................................29 <br /> 7.0 LEACHATE COLLECTION AND REMOVAL SYSTEM.......................................................................30 <br /> 7.1 GENERAL....................................................................................................................................30 <br /> 7.2 PIPING AND LCRS GRANULAR DRAINAGE MATERIAL AND SUMP GRAVEL PLACEMENT 30 <br /> 7.3 CQA TESTING OF LCRS AND SUMP GRAVEL MATERIALS.....................................................31 <br /> 8.0 OPERATIONS SOIL LAYER....................................................................................................................33 <br /> 8.1 GENERAL....................................................................................................................................33 <br /> 8.2 PLACEMENT ..............................................................................................................................33 <br /> 9.0 LEAK LOCATION SURVEY.....................................................................................................................34 <br /> 10.0 MISCELLANEOUS CONSTRUCTION....................................................................................................35 <br /> 10.1 GENERAL....................................................................................................................................35 <br /> 10.2ANCHOR TRENCH BACKFILL...................................................................................................35 <br /> 10.3 PERIMETER LINER TERMINATION BERMS............................................................................35 <br /> 10AACCESSROAD............................................................................................................................35 <br /> 10.5 DRAINAGE STRUCTURES .........................................................................................................36 <br /> 10.6LEACHATE COLLECTION PIPING, PUMP AND CONTROLS....................................................36 <br /> • 11.0 CERTIFICATION.......................................................................................................................................38 <br /> List of Tables <br /> Table 1 Summary of Field Compaction Test Results- Earthfill <br /> Table 2 Summary of Field Compaction Test Results- Foundation Layer Soil <br /> Table 3 Summary of Field Compaction Test Results -Trench Backfill <br /> Table 4 Summary of Laboratory Test Results-Granular Drainage Material <br /> Table 5 Summary of Laboratory Test Results-Coarse Gravel <br /> Table 6 Summary of Laboratory Test Results-Operations Layer Soil <br /> Table 7 Summary of Conformance Test Results for GCL <br /> Table 8 Summary of Conformance Test Results for 60-mil DST HDPE Geomembrane <br /> Table 9 Summary of Conformance Test Results for 8-oz Geotextile <br /> Table 10 Summary of Conformance Test Results for Geocomposite <br /> Table 11 60-mil HDPE Geomembrane Seam Destructive Testing Summary <br /> Table 12 Interface Shear Test Configuration (Series 1-3 - Individual Interface) <br /> Table 13 Interface Shear Test Configuration (Series 4 and 5 -Sandwich Test) <br /> Table 14 Summary of Interface Shear Test Results <br /> • <br /> PA14 Projects114-101(SJCDPW North County and Foothillff oothill CQAIRepoOkFinal ReportToothill CQA Rport-Final.docx <br /> ii <br />