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ARCHIVED REPORTS_2004_1
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ARCHIVED REPORTS_2004_1
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Last modified
7/18/2020 8:41:44 AM
Creation date
7/3/2020 10:49:41 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2004_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_2004_1.tif
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EHD - Public
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TZECTOR <br /> ENGINEERING INC. <br /> DAILY <br /> CONSTRUCTION FIELD REPQRT <br /> Project Name: Project No. Daily Field Report Sequence Number: <br /> Forward Landfill 021605.03 84 <br /> Location of Work: Client Or Manager Date: Day of The Week: <br /> Manteca, Ca Butch Stefan Forward,Inc. December 17,2003 Wednesda <br /> General Contractor: Liner Contractor: Project Engineer; <br /> Sukut Construction GSE San seta Lewis <br /> General Foreman: Liner superintendent: tom: <br /> Tim Sues Are Khounmouan9 Montie Christie Vector <br /> Source and Description of Fill Material: Weather: CQA Technician: <br /> Native,stockpiled, light brown silty Clay Cool,cloudy and breezyKen Davila <br /> Equipment on site: <br /> 1-D6 LGP dozer -backhoe, 1-627 scra er 1-D4 dozer 8-Transfer trucks, 1-966 loader mowed from Forward Inc. <br /> NOTES(Describe work completed during the day,any problems and their solutions): <br /> On site today for documentation and observations at the location listed above. Sukut began hauling <br /> granular drainage material using the transfer trucks. They used the D4 and D6 to spread out the granular <br /> drainage material from east to west throughout the day. One concrete truck arrived on site with nine(9) <br /> yards of cement slurry and poured the collar at the sedimentation pond spillway,the southeast FU-03 cell <br /> anchor trench and a portion of the northeast anchor trench at the 5:1 slope. The scraper hauled stockpiled <br /> clay to the top of the north 5:1 slope to place as anchoring material. <br /> Montie C. was briefly on site to collect data sheets pertinent to the final report and to transport one sample <br /> of the granular drainage material to the Vector laboratory. This sample will be tested for constant head <br /> permeability. <br /> Prepared By: Reviewed By: <br /> 4/23/03,Rev. 0 1 of 1 <br /> r-, <br />
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