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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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C <br />C <br />DAILY FIELD REPORT Pate 1 of 9 <br />Project Name: Foothill Sanitary Landfill - Area 2A Report Number: 090 <br />Project Number: 14-101-01 Date: Tuesday 09/15/15 <br />Owner: Dept. of Public Works, San Joaquin County CQA Monitors: <br />Contractor: R J Gordon Construction, Inc. M. Hu and <br />Weather: Clear - Wind: 10-20 mph. <br />Temperature: Approx. range 65- 85 F Other: <br />The contractor worked from 6:30 am to 5:30 pm. <br />Operations Layer Processing: Contractor continued screening of operations stockpile # 3 today at 7:00 am. (1) Hitachi 300 <br />excavator, (1) Hyundai 480LC excavator, (1) CAT D6 dozer (1) 950 M Loader used to perform screening operations. The <br />Hitachi 300 used to load soil from Stockpile 3 into the Power Screen screening plant. Screened product was stockpiled in a <br />cone using a belt stacker to keep the screened soil separate from unprocessed soil. (1) 950 M Loader used relocate +1" from <br />under belt into separate stockpile. (1) Sample collected from today's stacker belt. Full gradation was performed in field lab. <br />Lab results indicated 100 % Passing 1" Screen. <br />Sacrificial Geomembrane: Placement of sacrificial geomembrane continued on the North slope today. Orientation of the <br />membrane seams complied with specs. In the afternoon, most of the efforts were concentrated on clean up and repairs on the <br />North slope tie in area, rather than deployment. The contractor does not have rope for the sand bags. <br />Operations Layer Placement: (1) Hyundai 480LC or (1) Hyundai 480LC excavator loaded (2) Cat 745 Dump Truck with <br />Screened Operations Layer for placement on cell floor. (1) D6 LGP was used on a part time basis to spread Operations layer 2 <br />ft thick over deployed 8 oz/sy geotextile along Eastern portion of cell. Material was also stockpiled along the toe of the slopes <br />and some materials pushed up slope into place using the CAT D6 LGP dozer. <br />Gravel Drainage Material Placement: The final GDM was placed in the remaining areas, which were at the toe of the East <br />Slope. <br />Geotextile: 8 oz geotextile covering GDM was completed today. (5) of the additional rolls were not been used for the LCRS. <br />Force Main: (1) CAT 410 backhoe resumed excavation of the force main trench near the tank farm. Digging was difficult and <br />a laborer suppored by the HUNDAI 480 excavator completed the trench within the fenced area. <br />Leak Detection: Leak detection services resumed activity on the floor today. <br />Anchor Trench: No activity today. <br />Equipment Onsite: (1) CAT D6T LGP dozer, (2) water trucks, (1) Hitachi 300 excavator, (1) CAT TH160B folk lift, (1) CAT <br />410K Backhoe. (1) CAT 623 paddlewheel scraper. (1) Power Screen, (1) Belt Stacker, (1) Hyundai 48OLC excavator, (1) CAT <br />D6T dozer, (2) Cat 745 Dump Truck, (1) Cat 950 M Loader (1) CAT D4 Dozer (1) 14M Motor Grader <br />Problems/Resolutions <br />Visitors: M Raub <br />Reviewed By: M. Raub <br />Adt,anced <br />Earth 5rfe Inc <br />
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