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CORRESPONDENCE_4/7/22 ASP RCSI APPENDICES
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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PR0440011
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CORRESPONDENCE_4/7/22 ASP RCSI APPENDICES
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Last modified
5/28/2024 9:15:14 AM
Creation date
5/14/2024 10:49:30 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
CORRESPONDENCE
FileName_PostFix
4/7/22 ASP RCSI APPENDICES
RECORD_ID
PR0440011
PE
4445
FACILITY_ID
FA0006918
FACILITY_NAME
FORWARD RESOURCE RECOVERY FACI
STREET_NUMBER
9999
Direction
S
STREET_NAME
AUSTIN
STREET_TYPE
RD
City
MANTECA
Zip
95336
APN
20106003
CURRENT_STATUS
01
SITE_LOCATION
9999 S AUSTIN RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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<br /> Page 22 <br /> <br />Sampling Procedure. Samples will be taken across the entire roll width. Samples may be cut for <br />shipping purposes, but a minimum of five square feet must be sent to the testing laboratory. <br />Samplers must mark the machine direction and the manufacturer's roll identification number on the <br />sample (each piece). Samplers will also assign an acceptance test number to the sample and mark <br />the sample with that number. <br /> <br />Test Results. The QA/QC Consultant will examine all results from laboratory acceptance testing and <br />will report any nonconformance to the Construction Manager. <br /> <br />Acceptance Test Failure. If a Geomembrane acceptance sample does not comply with the minimum <br />requirements of the Specifications, the Geomembrane roll from which the sample was taken will be <br />failed by the QA/QC Consultant, and replaced by the Geomembrane Manufacturer at no additional <br />cost to the Owner. The Design Engineer shall be contacted to determine additional acceptance <br />testing requirements. <br /> <br /> <br />4.2.3 Geomembrane Installation <br /> <br />Surface Preparation. The soil surface must be prepared in accordance with the Specifications. <br />Before geomembrane installation, the subgrade will be inspected by the QA/QC Inspector and <br />Geosynthetics Contractor. The QA/QC Inspector must verify the following: <br /> <br /> All lines and grades for soil surface have been verified by the Earthwork Contractor. <br /> <br /> The soil surface has been rolled and compacted to be free of surface irregularities, loose <br />soil, and protrusions. <br /> <br /> The soil surface does not contain stones or other objects that could damage the <br />geomembrane. <br /> <br /> The anchor trench dimensions have been checked, and the trenches are free of sharp <br />objects and stones. <br /> <br /> There are no excessively soft areas. <br /> <br /> The soil surface is not saturated, and no standing water is present. <br /> <br /> The soil surface has not desiccated. <br /> <br /> All construction stakes have been removed and there is no debris, rocks, or any other <br />objects in or on the soil surface. <br />
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