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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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06/18/99 Construction Field Report Job No. 986011.0: <br /> DFR No.29 VECTOR ENGINEERING, INC. Page No. l <br /> Project Name: Client Or Owner: Daily Field Report Sequence No.: <br /> Forward Landfill Allied Waste 29 <br /> Location Of Work: Owner's Or Client's Representative: Date: Day Of Week: <br /> Manteca,CA Butch SteotniJr. 6-18-99 Friday <br /> General Contractor: Liner Contractor: Proj. Engineer: Reviewed By: <br /> Guinn Construction I GSE Scott Purdy <br /> General Forman I Liner Contractor Superintendent Or Foreman: <br /> Duane Meadows <br /> Source And Description Of Fill Material: Weather: CQA Technician: <br /> Tan White Clay Clear Warm FRANK DELL-ERA <br /> Equipment used: <br /> Guinn: 140G Grader,3-633/1-623 Paddle Wheels,D5H Cat Dozer,320L Cat Excavator,966D Cat loader,Water Truck,CS 563C <br /> Cat Smooth Drum roller, 815F Cat SLeSefbot Com actor. Allied:Water Truck. <br /> NOTES(Describe work completed during the day,any problems and their solutions): <br /> Guinn Crew: 7 total Tim Guinn on site <br /> Guinn continues to work on the final lift on the north and south ends of the cell floor utilizing the laser to <br /> achieve the 2%flow towards the LCRS channel and the 1%to the sump area.. Guinn excavate the LCRS <br /> channel on the eastern side of the cell floor running north to south. Guinn replaced all of the excavated <br /> material from the sump area for the 2' of clay placement. Guinn will excavate the sump area again to <br /> precipitate the GCL placement instead of clay. Guinn utilized 633 paddle wheel scraper to haul subgrade <br /> material to the sump area cell. Guinn compacted the material in 6-8"loose lifts with the 815F Sheepfoot <br /> compactor. Guinn excavated the anchor trenches on the Eastern slopes south end,The Ashpit's Northwest <br /> slope of the Southwest slope. <br /> Allied utilized the water truck to maintain moisture in the subgrade material. <br /> Vector Engineering,Inc. CQA observed placement and tested the subgrade material placed in the sump area. <br /> CQA reminded Guinn that all of the unsuitable material brought in with the bottom of the clay stockpile <br /> needs to be removed. Guinn will take care of it. <br /> File Name: Forward Landfill Prepared by: Frank Dell-Era Reviewed by: <br />
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