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ARCHIVED REPORTS_1999_1
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ARCHIVED REPORTS_1999_1
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Entry Properties
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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07/09/99 Construction Field Report Job No. 986011.0: <br /> DFR No. 44 VECTOR ENGINEERING, INC. Page No. 1 <br /> Project Name: Client Or Owner: Daily Field Report Sequence No.: <br /> Forward Landfill Allied Waste 44 <br /> Location Of Work: Owner's Or Client's Representative: Date: Day Of Week: <br /> Mant CA Butch Stefan,Jr. 7-09-99 Friday <br /> General Contractor: Liner Contractor: Proj. Engineer: Reviewed By: <br /> Guinn Construction GSE Scott Purd <br /> General Forman .Liner Contractor Superintendent Or Foreman: <br /> Duane Meadows <br /> Source And Description Of Fill Material: Weather: CQA Technician/Technician: <br /> Clear Hot FRANK DELL-ERA <br /> ANTONIO HENRI UEZ <br /> Equipment used: <br /> Guinn: 140G Grader,3-633/1-623 Paddle Wheels,D4H Cat Dozer,D5H Cat Dozer,320L Cat Excavator,966D Cat loader,Water <br /> Truc CS 563C Cat Smooth Drum Roller. GSE: 544E John Deere Loader Gradall. <br /> NOTES(Describe work completed during the day,any problems and their solations): <br /> Guinn Crew: 6 total GSE Crew: 18 total <br /> Guinn continued the import and place the GDM pea Gravel. Guinn is utilizing the D4I1 and the D5M Cat <br /> Dozers to spread the material onto the geomembrane 1' minimum thickness. Guinn has a laborer watching <br /> for wrinklesu the geomembrane. Guinn had laborers cleaning loose material off of the geotextile tie in to <br /> last years cell. Guinn placed geotextile then operations layer material over the GDM once the minimum <br /> thickness was verified by CQA. Guinn utilized the scraper to haul the operations material to just west of the <br /> cell floor. The water truck moisture conditioned the material then the loader built a ramp over the collection <br /> pipe. Guinn then utilized the D5M to spread the cover material onto the filter geotextile placed over the <br /> GDM on the cell floors southern west edge. <br /> GSE deployed GCL acid geomembrane on the southern slope of the Ashpit. GSE deployed a total of 12 <br /> panels of GCL with approximately 16,706.5fe. GSE deployed a total of 8 panels of geomembrane with <br /> approximately 17,633ft2. GSE had 2 technicians sewing the geocomposite on the eastern slope until the <br /> machines broke down. GSE shut down operations when the temperature rose above the specified limits. <br /> Vector Engineering,Inc. CQA observed placement of GDM,geotextile and the operations layer material. <br /> CQA observed GCL and geomembrane deployment,repairs,seaming,overlap and air testing made to the <br /> geomembrane. Observed vacuum testing of repairs made. CQA pulled 2 destructive samples with all tests <br /> meeting the required specifications. CQA marked repairs on the geocomposite. <br /> File Name: Forward Landfill Prepared by: Frank Dell-Era Reviewed by: t{`j <br />
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