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ARCHIVED REPORTS_1999_1
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ARCHIVED REPORTS_1999_1
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Last modified
7/17/2020 3:53:20 PM
Creation date
7/3/2020 10:47:55 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
1999_1
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_1999_1.tif
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EHD - Public
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WMU D-99 Construction September 1999 <br /> Forward Landfill Job No.986011.02 <br /> 3.0 PROJECT CQA DOCUMENTATION <br /> Project documentation was prepared by Vector as part of the CQA duties and consisted <br /> of a system of daily record keeping including daily progress reports and a record of <br /> various test data sheets pertinent to the soils and geosynthetic components of the <br /> composite liner system. Copies of the original records are being maintained in Vectors <br /> archive files in Grass Valley, California and can be made available upon request. <br /> Copies of the daily construction field reports summarizing the Contractor's progress and <br /> associated CQA activities prepared by our Lead CQA Monitor are presented in <br /> Appendix B of this report. Copies of the weekly construction field reports are also <br /> presented in Appendix B. Approximately each week a progress meeting was held at <br /> the site. Items discussed at the progress meetings included work progress, schedule, <br /> problems, submittals, and health and safety issues. The minutes of the weekly <br /> progress meetings are included in Appendix C. <br /> Other CQA documentation with respect to test data and observation sheets are <br /> discussed within the following sections. Copies and summaries of various data for the <br /> soils and geosynthetics components monitored and physically tested by Vector are <br /> included in various appendices of this report. Documentation of the conformance tests <br /> for the geosynthetic components (Precision) is also presented. <br /> Surveys to verify the thickness, grade, and line were performed by Dewalt Surveying. <br /> As-built drawings showing the original topography, subgrade, top of clay liner, top of the <br /> leachate collection layer, and leachate pond layout are provided as Exhibits 1 — 5. <br /> Vector Engineering, Inc. • 12438 Loma Rica Dr.,#C • Grass Valley, CA• (530)272-2448 <br /> -5- <br />
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