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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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05/24/99 Construction Field Report Job No. 986011.0: <br /> DFR No. 11 VECTOR ENGINEERING, INC. Page No. 1 <br /> Project Name: Client Or Owner: Daily Field Report Sequence No.: <br /> Forward Landfill Allied Waste 11 <br /> Location Of Work: Owner's Or Client's Representative: Date: Day Of Week: <br /> Manteca,CA Butch Stefan/ Jr. 5-24-99 Monday <br /> General Contractor: Liner Contractor: Proj. Engineer: Reviewed By: <br /> Guinn Construction GSE Scott Purdy <br /> General Forman Liner Contractor Superintendent Or Foreman: <br /> Duane Meadows <br /> Source And Description Of Fill Material: Weather: CQA Technician: <br /> On site sandy clay Partly Cloudy, FRANK DELL-ERA <br /> Warm <br /> Equipment used: <br /> Guinn: 140G Grader,3-633/1-623 Paddle Wheels,D6R Cat Dozer,320L Cat Excavator,966D Cat loader,Water Truck. Allied:2- <br /> 300E Cat Rock Trucks,325 Cat Excavator D8 D4 140G Grader, Smooth Drum Roller. <br /> NOTES(Describe work completed during the day,any problems and their solutions): <br /> Guinn Crew: 9 total <br /> Allied Crew: 4 total <br /> Guinn Construction is cutting from the first bench above the cell floor on the eastern side down to the cell <br /> floor and on the southern edge of the cell. Guinn has the D6R ripping the subgrade material. The grader is <br /> cutting the 2:1 grade. Guinn utilized 2-633/1-623 paddle wheels to excavate and haul the subgrade material <br /> to the stockpile area northwest of cell WMU D-99. Guinn is placing the material unsuitable for the clay <br /> Almk admix in another stockpilejust to the north of the clay mix stockpile. Guinn is grading and moisture <br /> conditioning the material as it is being stockpiled. 's grade checker is continuously checking grade o <br /> e south and easternslope of le cutting the 2:1 southern slope Guinns operators cut.3 to <br /> low. Guinn placed some clayey material in the low area and compacted. Guinn excavated the old LCRS pipe <br /> in the southeastern comer of the cell. <br /> Allied Waste is placing garbage as subgrade fill on the southeastern slope with daily cover material. Allied is <br /> also placing subgrade material on the Ashpit's south slope. Allied is utilizing 2 rock trucks to haul subgrade <br /> material from the WMU B. Allied has the water truck moisture conditioning the Ashpit material and the D8 <br /> cat is track walking the material prior to the placement of the subgrade material. <br /> Vector Engineering, Inc. Observed placement and compaction of the subgrade material. CQA performed <br /> density tests on the subgrade material with all tests passing the required specifications. CQA received a <br /> sample of coarse drainage gravel from Lonestar for conformance testing. <br /> File Name: Forward Landfill Prepared by: Frank Dell-Era Reviewed by: �s <br />
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