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ARCHIVED REPORTS_2012_1
EnvironmentalHealth
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ARCHIVED REPORTS_2012_1
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Last modified
7/18/2020 7:32:56 AM
Creation date
7/3/2020 11:05:10 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2012_1
RECORD_ID
PR0440003
PE
4434
FACILITY_ID
FA0003698
FACILITY_NAME
CORRAL HOLLOW LANDFILL
STREET_NUMBER
31130
STREET_NAME
CORRAL HOLLOW
STREET_TYPE
RD
City
TRACY
Zip
95376
APN
25303010
CURRENT_STATUS
01
SITE_LOCATION
31130 CORRAL HOLLOW RD
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\SW\SW_4434_PR0440003_31130 CORRAL HOLLOW_2012_1.tif
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EHD - Public
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3.0 Slope Stability Verification <br /> Prior to construction, the CQA laboratory must perform various tests to confirm cover <br /> system slope stability. These tests will include shear strength of the compacted soils, soil <br /> materials in contact with geosynthetic materials and shear strength of geosynthetics in <br /> contact with other geosynthetics. Test procedures are summarized in Table 3-1. The <br /> following test standards apply as modified by Table 3-1. <br /> GRI GM—12 Measurement of Asperity Height of Textured Geomembranes using <br /> a Depth Gauge <br /> ASTM D3080 Standard Test Method for Direct Shear test of Soils under <br /> Consolidated Drained Conditions <br /> ASTM D5321 Standard Test Method for Determining the Coefficient of Soil and <br /> Geosynthetic or Geosynthetic and Geosynthetic Friction by the <br /> Direct Shear Method <br /> These tests must be performed well in advance of construction using geosynthetic <br /> materials specifically designed and manufactured for this project. The Design Engineer <br /> of record must review and approve all test results and submit the results of the testing to <br /> the County. <br /> CH CQA Plan 041712 Rev2a.doc 3-1 Construction QualityAssurance Plan <br />
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