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ARCHIVED REPORTS_2001_2
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ARCHIVED REPORTS_2001_2
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Last modified
7/17/2020 3:53:22 PM
Creation date
7/3/2020 10:48:24 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2001_2
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_2001_2.tif
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EHD - Public
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construction monitoring, compaction observation and testing during grading <br />operations, and geosynthetic material observation, monitoring and documentation. <br />Duties of the Field Engineer/Field Geologist typically include the following: <br />• Subgrade inspection, review, testing and documentation. <br />• Review of the adequacy of all clearing, grubbing, stripping and preparation of <br />areas to receive fill. <br />• Monitoring and evaluation of any soil blending, mixing and processing <br />operations. <br />• Evaluation of the engineering characteristics of the processed and constructed <br />earth materials. <br />• Observation and evaluation of all excavations which may be impacted by <br />geologic conditions. <br />3.3.2 GEOTECHNICAL CQA FIELD TECHNICIANS <br />Geotechnical CQA Technicians will be representatives of the Geotechnical'CQA <br />Consultant and will monitor and observe grading operations and geosynthetic <br />installation to provide a basis for concluding that construction has been carried <br />out in conformance with the Project Drawings and Specifications. Duties <br />typically include, but are not necessarily limited to: <br />• Observation of subgrade surface preparation. <br />Verification that cover soils are derived from appropriate sources. <br />• Visual evaluation of the soils physical properties for consistency with the <br />Project Drawings and Specifications. <br />Evaluation of all moisture conditioning and processing operations to evaluate <br />uniformity of material and moisture content. <br />• Evaluation of the constructed engineered fill material for conformance with <br />the Project Drawings and Specifications. <br />• Identification of deleterious m�aWrtials or other deficiencies in soil <br />characteristics to minimize the possibility that these materials are incorporated <br />into the cover system. <br />• Monitoring of activities for the removal and/or disaggregation of all oversize <br />material. <br />• Observation of uniformity of coverage of compaction equipment, especially at <br />fill edges, turnaround areas and on slope faces. <br />Monitoring of lift thickness. <br />• Observation of the active fill pad at the beginning of each grading day and <br />establishment of requirements for wetting/drying and/or processing of <br />exposed surfaces prior to placement of additional fill. <br />• Undertaking field tests including but not limited to field moisture/density <br />testing at the minimum frequencies noted herein or at any time that a <br />deficiency is suspected. <br />• Recovery of samples for laboratory testing. <br />-7- <br />C:\2001-048TINAL COVER CQA.DOC\08/20/01 <br />Geologic Associates <br />
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