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ARCHIVED REPORTS_2005_6
EnvironmentalHealth
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ARCHIVED REPORTS_2005_6
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Last modified
7/18/2020 5:41:08 AM
Creation date
7/3/2020 10:50:08 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2005_6
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_2005_6.tif
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EHD - Public
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® 3.6.2 TECHNICIANS <br /> Technicians will be representatives of the Geotechnical CQA Consultant and will <br /> continuously observe all excavation and grading operations to provide a basis for <br /> concluding that construction is carried out in conformance with the Project Drawings and <br /> Specifications. Duties will include: <br /> • Observation of the preparation of the subgrade surface. <br /> • Verification that cover soils are derived from appropriate sources. <br /> • Visual evaluation of soil material properties for consistency with the Project <br /> Drawings and Specifications. <br /> • Identification of deleterious materials or other deficiencies in soil quality to minimize <br /> the possibility that these materials are incorporated into the final cover system. <br /> • Monitoring of moisture conditioning, mixing,blending, and processing for uniformity <br /> of material and moisture content. <br /> • Monitoring of activities for removal and/or disaggregation of oversize material from <br /> ® the fill. <br /> • Evaluation of the constructed cover material for conformance with the Project <br /> Drawings and Specifications. <br /> Observation of uniformity of coverage of compaction equipment, especially at fill <br /> 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 the exposed <br /> surface prior to placement of additional fill. <br /> • Undertaking field tests including but not limited to field moisture/density content and <br /> hydraulic conductivity testing at the minimum frequencies noted herein or at any time <br /> that a deficiency is suspected. <br /> • Recovery of samples for laboratory testing. <br /> • Laboratory testing of the moisture content and density, grain size distribution and <br /> hydraulic conductivity of fill materials in accordance with the requirements of the <br /> ® Specifications (including retests if necessary). <br /> -7- <br /> C"\2003-033\EDOMHH,LCQAPLAN.DOC <br /> Geologic Associates <br />
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