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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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06/24/99 Construction Field Report Job No. 986011.0: <br /> DFR No. 33 VECTOR ENGINEERING, INC. Page No. 1 <br /> Project Name: Client Or Owner: Daily Field Report Sequence No.: <br /> Forward Landfill Allied Waste 33 <br /> Location Of Work: Owner's Or Client's Representative: Date: Day Of Week: <br /> Manteca,CA Butch Stefan,Jr. 6-24-99 Thursday <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 /> Tan White Clay Clear Hot 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 SLe2foot Com actor. Allied:Water Truck,ForkLift. GSE: 544E John Deere Loader <br /> NOTES(Describe work completed during the day,any problems and their solutions): <br /> Guinn Crew: 5 total Dewalt Crew: 2 total <br /> Allied Crew: 3 total <br /> Guinn's 815F Cat sheepsfoot compactor left the site today. Guinn continues to work on the slopes below the <br /> first bench on the east and south of the cell floor. Guinn completed the clay liner system except for the final <br /> smooth drum rolling. Guinn utilized the excavator and the smooth drum roller to dress up the slope to cell <br /> floor transition grade. Guinn has the water truck maintaining moisture in the clay and performing dust <br /> control all over the site. Dewalt completed performing the survey verification of clay thickness and the <br /> asbuilt of the south roadway. Dewalt sent copies of the survey to Vector Engineering,Inc. for review. <br /> Allied unloaded L,Liner,Geocomposite, Geonet and stockpiled it at the lay down area. <br /> Vector Engineering,Inc. Observed surveying of clay liner system and the south roadway. CQA observed <br /> unloading and logged in several loads of liner material. Upon review of the survey Vector noticed 2 points <br /> did not meet the specifications for the project. Dewalt and Guinn were notified. Dewalt reshot the points in <br /> question with CQA observing. Guinn filled 1 point.14 and the other was originally recorded incorrectly. <br /> After verification of shots,Clay acceptance was approved. CQA observed and logged. <br /> Material Delivered Total ftp Delivered Total&Delivered to Date <br /> HDT 60 mil 105,300 <br /> IBE 60 mil 169,200 169,200 <br /> HST 60 mil 94,500 378000 <br /> Geonet 711400 71,400 <br /> Geotextile 81,000 <br /> Geocom osite Single sided 126,000 126,000 <br /> Geocom osite Double sided 35,000 119,000 <br /> GCL 92,400 1 92,400 <br /> File Name: Forward Landfill Prepared by: Frank Dell-Era Reviewed by: L <br />
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