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ARCHIVED REPORTS_2013_8
Environmental Health - Public
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ARCHIVED REPORTS_2013_8
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Last modified
7/17/2020 3:53:43 PM
Creation date
7/3/2020 10:57:25 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2013_8
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
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\SW\SW_4433_PR0440005_9999 AUSTIN_2013_8.tif
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EHD - Public
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® • Coordinate with the Earthwork Contractor and Owner to perform verification surveys at <br /> the completion of clay liner operations. Verify corrective action measures as determined <br /> by verification surveys. Verification surveys will also be used to determine the limits of <br /> clay liner, clay plug, and clay earthfill for measurement and payment applications. <br /> Submit copy of verification surveys to the Construction Manager. <br /> 3.4.5 Subgrade Preparation <br /> • Verify that grade control construction staking is performed prior to work. <br /> • Verify that angular or sharp rocks,and other debris that could damage the geomembrane <br /> are removed from the surface of the subgrade. Verify that the subgrade is free of <br /> irregularities and is steel drum rolled smooth prior to geosynthetic placement. <br /> • Verify that the final surface provides continuous and intimate contact with the overlying <br /> geosynthetic. <br /> • Coordinate with the Earthwork Contractor and Owner to perform subgrade verification <br /> surveys upon completion of the subgrade preparation. Verify corrective action measures <br /> as determined by the verification surveys. Verification surveys will also be used to <br /> determine the limits of thea subgrade preparation for measurement and payment <br /> applications. Submit copy of verification surveys to the Construction Manager. <br /> 3.4.6 Granular Drainage Material <br /> • Review the Contractor's approved work plan of proposed methods to place granular <br /> drainage material over geosynthetic installations. Determine and note corrective action <br /> items if applicable. <br /> • Perform soil tests to verify that the granular drainage material is in compliance with <br /> material gradation and permeability requirements of the Specifications. Perform tests at <br /> testing frequencies specified in Section 3.2.2. <br /> • Monitor placement operations to verify that low ground pressure equipment is used in <br /> accordance with the Specifications and that underlying geosynthetics installations are not <br /> damaged during placement operations. Mark damaged geosynthetics and verify that <br /> damage is repaired. <br /> • Verify and record material thickness during placement operations. <br /> • Coordinate with the Earthwork Contractor and Owner to perform verification surveys of <br /> the granular drainage layer material upon completion of placement operations. Verify <br /> Page 23 <br />
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