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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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06/15/99 Construction Field Report Job No. 986011.0: <br /> DFR No. 26 VECTOR ENGINEERING, INC. Page No- 1 OIL <br /> Project Name: Client Or Owner: Daily Field Report Sequence No.: <br /> Forward Landfill Allied Waste 26 <br /> Location Of Work: Owner's Or Client's Representative: Date: Day Of Week: <br /> Manteca,CA Butch Stefan,Jr. 6-15-99 Tuesda <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 /> Tan White Clay Partly Cloudy, FRANK DELL-ERA, <br /> Cool ANTONIO I!EN UEz <br /> Equipment used: <br /> Guinn: 14OG Grader, 3-633/1-623 Paddle Wheels,D5H Cat Dozer, 320L Cat Excavator,966D Cat loader,Water Truck,815F Cat <br /> S foot Com actor. Allied:D4, 140G Grader, Smooth Drum Roller,and Water Truck- <br /> NOTES(Describe work completed during tate day,any problems and their solutions): <br /> Guinn Crew: 8 total Tim Guinn on site <br /> Allied Crew: 2 total <br /> Guinn continued placement of the clay liner system. Guinn completed placement on the north end of the cell <br /> floor and started on the south end. Guinn utilized 2-633/1-623 paddle wheel scrapers to haul the clay <br /> material to the cell. Guinn compacted the material in 6-8"loose lifts with the 815F Sheepfoot compactor. <br /> Guinn scarified and moisture conditioned the clay material prior to the placement of the next lift. Guinn <br /> continued to rip the stockpile with the D5H Cat Dozer. Guinn utilized the scrapers to wheel roll the surface <br /> of the clay. Prior to the subsequent lift Guinn utilized the Sheepfoot compactor to scarify the lift. CQA <br /> performed density tests that failed. CQA pulled moisture samples to confirm failing moistures. Guinn shut <br /> down the scrapers and ripped up the failing clay with the D5H Cat Dozer and allowed it to aerate until the <br /> proper moisture was obtained- Guinn then reworked the area to meet specifications. Guinn wheel rolled the <br /> floor to seal the clay liner system. <br /> Allied utilized the water truck to maintain moisture in the subgrade material. Allied completed smooth drum <br /> rolling of the subgrade material. <br /> Vector Engineering, Inc. CQA observed placement and tested the clay material placed. Several tests failed <br /> moisture and compaction. Guinn's foreman was notified and will take care of it. After lunch Guinn started <br /> placing a subsequent lift. CQA told Guinn not until this lift is approved. Guinn shut off his scrapers and <br /> started to rip and turn the clay material to lower the moisture content and rework. After the failing clay was <br /> reworked CQA pulled perm samples,PI's and sieves. <br /> 0 <br /> File Name: Forward Landfill Prepared by: Frank Dell-Era Reviewed by: <br />
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