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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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07/21/99 Construction Field Report Job No. 986011.0: <br /> DFR No. 54 VECTOR ENGINEERING, INC. Page No. 1 <br /> Project Name: Client Or Owner: Daily Field Report Sequenc]No.: <br /> Forward Landfill Allied Waste 54 <br /> Location Of Work: Owner's Or Client's Representative: Date: Day Of Mant CA Butch Stefan/,Jr. 7-21-99 Wedne <br /> General Contractor: Liner Contractor: Proj. Engineer: Reviewed By: <br /> Guinn Construction GSE ScottPurdy__ <br /> General Forman Liner Contractor Superintendent Or Foreman: <br /> Duane Meadows William <br /> Source And Description Of Fill Material: Weather: CQA Technician/Technician: <br /> Clear Warm 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 /> Truck,CS 5630 Cat Smooth Drum Roller. GSE: 544E John Deere Loader, Gradall. <br /> NOTES(Describe work completed during the day,any problems and their solutions): <br /> Guinn Crew: 7 total GSE Crew: 12 total <br /> Guinn continued to grade the GDM utilizing the D4K and the D5M. Guinn shoveled GDM off of some small <br /> wrinkles to relieve tension and let the material stress free. Guinn continues to place geotextile and operation <br /> layer material over the approved GDM. Guinn placed coarse aggregate and geotextile to form the drainage <br /> burrito over the 6"LCRS pipe running from east to west. Guinn stopped short of the T on the eastern edge <br /> due to contraction of the 6"pipe had pulled it out of the V channel. Guinn will need to weld another I' piece <br /> of pipe to extend it. Guinn drilled the hole for the 6"pipe to enter the sump tank and placed the pipe l' <br /> inside of the tank wall. Guinn completed placement of the geotextile in the sump area and the coarse gravel <br /> arounde sump tank to the ' level. <br /> GSE deployed geocomposite from the northern slope of the Ashpit down over the southern slope of cell <br /> WMU D-99 down to the cell floor. A total of 42panels were placed with approximately 59,287.5fft <br /> Vector Engineering,Inc. CQA observed placement, over lap,tying and sewing of the geocomposite. CQA <br /> observed GSE kicking rolls off of the southern bench down to the cell floor. CQA asked GSE why? <br /> Observed placement of geotextile and the coarse gravel in the sump. Checked depth and verified thickness <br /> on portions of the GDM. <br /> File Name: Forward Landfill Prepared by: Frank Dell-Era Reviewed by: tl'j <br />
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