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ARCHIVED REPORTS_2015
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ARCHIVED REPORTS_2015
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Last modified
7/17/2020 3:53:49 PM
Creation date
7/3/2020 10:46:09 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2015
RECORD_ID
PR0440004
PE
4433
FACILITY_ID
FA0004517
FACILITY_NAME
FOOTHILL LANDFILL
STREET_NUMBER
6484
Direction
N
STREET_NAME
WAVERLY
STREET_TYPE
RD
City
LINDEN
Zip
95236
APN
09344002
CURRENT_STATUS
01
SITE_LOCATION
6484 N WAVERLY RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\SW\SW_4433_PR0440004_6484 N WAVERLY_2015.tif
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EHD - Public
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DAILY FIELD REPORT Page 1 of 1 <br />Project Name: Foothill Sanitary Landfill - Area 2A Report Number: 001 <br />Project Number: 11-101-01 Date: Monday 05/11/15 <br />Owner: Dept. of Public Works, San Joaquin County CQA Monitors: T. Sathees <br />Contractor: R J Gordon Construction, Inc. <br />Weather: Clear Wind: 0-10 mph. <br />Tem erature: Approx. range 55-85 F Other: <br />The contractor worked from 7:00 am to 3:30 pm. <br />Pioneering Work: (1) CAT 14H motorgrader, (1) CAT D6 dozer, and (1) CAT 627 scraper pioneered to construct haul routes <br />from the stockpile to south side of the project area. The scraper was idle after mid-morning, and the dozer was moved for <br />clearing and grubbing activity. <br />Clearing and Grubbing: (1) CAT D6 dozer started removing the vegetation and deleterious soil (unsuitable loose surface soil <br />that could form the subgrade for Foundation layer/Earth fill/Operations layer) to form windrows at the cut areas for the <br />scrapers to haul tomorrow. (1) CAT water pull was used for dust control during excavation at the site. <br />Onsite Soil Classification: Results of field screening indicated that onsite soils of predominantly consisted tan to dark brown <br />sandy silt/silty sand with fines content (minus #200 sieve) ranging from 30 to 54 percent, and clean gray sand with fines <br />content of approximately 3 percent. The Contractor was advised to segregate fine-grained soil and sand for future processing <br />and use as foundation layer, earthfill, and operations layer. <br />He was also advised to segregate the gravels/cobbles (oversize materials) that were visible on the North-West area of the cell <br />due to erosion from existing access roads. These soils with oversize rock would be unsuitable for foundation or operations <br />layer. <br />Equipment Onsite: (1) CAT D8T dozer, (1) CAT D6T dozer, (1) CAT water pull, (4) 627 scrapers, (1) 14H motorgrader, <br />Problems/Resolutions. <br />Visitors: <br />Reviewed By: M. Raub <br />I AM <br />
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