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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
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SJGOV\rtan
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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: 075 <br />Project Number: 14-101-01 Date: Monday 08/24/15 <br />Owner: Dept. of Public Works, San Joaquin County CQA Monitors: R. Nogales <br />Contractor: R I Gordon Construction, Inc. M. Hu and <br />Weather: Clear - Hot Wind: 0-10 mph. <br />Tem erature: Approx. range 60- 92 F Other: <br />The contractor worked from 5:00 am to 4:30 pm. <br />Operations Layer Processing: Contractor continued screening of operations stockpile today at 6:00 am. (1) Hitachi 300 <br />excavator, (1) CAT D6 dozer (1) 950 M Loader was used to perform screening operations. The Hitachi 300 was used to load <br />soil from the Middle of Stockpile 2 into the Power Screen screening plant. Screened product was stockpiled in a cone using a <br />belt stacker to keep the screened soil separate from unprocessed soil. (1) 950 M Loader was used relocate +1" from under the <br />belt into separate stockpile. (1) Sample collected from today's stacker belt stockpile. Full gradation was performed in field <br />lab. Lab results indicated 100 % Passing 1" Screen. Screening operation ended at 4:00 pm. <br />Operations Layer Placement: (1) Hyundai 300 loaded (1) Cat 745 Dump Truck with Screened Operations Layer for <br />placement on cell floor. (1) D6 LGP Dozer was used to spread Operations layer 2 ft thick over deployed 8 oz/sy geotextile <br />along middle of cell working to the north and west. Random samples of Operations layer were hand sieved in field with 1" <br />screen during placement. Observed 100% passing 1" screen. Contractor hand excavated through Operations layer to expose <br />8 oz/sy geotextile. Survey crew was on site to perform point over point survey. <br />Gravel Drainage Material Placement: 19-20 various types of end -dumps were used to import Gravel Drainage Material <br />(GDM) from the Cemex Rock Plant until 4:00 pm. 7 loads of GDM rejected by Contractor and sent back to Cemex due to <br />oversized gravel and excessive fines content based on visual observations. Observed trucks operating on at least 3 ft of GDM <br />overlying the Geomembrane. (1) CAT D6 LGP dozer equipped with GPS spread GDM in the northeast corner of cell floor this <br />morning beginning at 5:00 am. (1) Laborer controlled wrinkles. GDM placement discontinued at approximately 1:30 pm due <br />to moderate to heavy wrinkles observed in HDPE Liner. GDM import continued, with material stockpiled onto previously <br />deployed GDM. Stockpiling was supported by the Cat D6 LGP Dozer. AES QA personnel monitored the placement and verified <br />the depths of the placed LCRS gravel by using a dulled probe. (1) GDM sample was collected at 9:30 am. Field gradation <br />indicated the GDM met the specifications. <br />GDM Gravel Summary - 8/24/15 -1100 tons <br />Total Tonnage - 11,084 tons <br />Geotextile: Great Basin deployed and sewed 8 oz/sy geotextile along northeastern portion of the cell. (7) Laborers were used <br />to hand roll Geotextile into place. Observed seams sewn using hand sewing machine. <br />Geocomposite: Geocomposite deployed on southern end of the eastern slope progressing northward. Observed nylon ties <br />secured at 3 foot intervals along length and 6 -inch intervals along width. Geotextile seams were sewn using hand sewing <br />machine. Installation resulted in horizontal seams on the slope. The Engineer was contacted to verify horizontal seams are <br />acceptable and requirements for location and staggering seams on adjacent panel. <br />Leachate Collection Pipe: Contractor continued placement Middle Leachate Collection Pipe. Approximately 75 if of 6" <br />perforated HDPE pipe was placed today. (1) John Deere 410 Backhoe operating over completed operations layer soil was <br />used to place coarse gravel over 6" Perforated HDPE Pipe. Coarse gravel and 6" HDPE pipe was wrapped in 8 oz/sy Geotextile. <br />Gravel was measured to be a minimum 1 ft deep and a minimum 4 ft wide. Geotextile was measured to have a 2 ft minimum <br />overlap. <br />24" HDPE Riser Pipe: No activity observed today. <br />Equipment Onsite: (1) CAT D6T LGP dozer, (2) water trucks, (1) Hitachi 300 excavator, (1) CAT TH160B folk lift, (1) John <br />Deere 410 Backhoe. (1) CAT 623 paddlewheel scraper. (1) Power Screen, (1) Belt Stacker, (1) Hyundai 480LC excavator, (1) <br />CAT D6T dozer, (2) Cat 745 Dump Truck, (1) Cat 950 M Loader (1) CAT D4 Dozer <br />Problems/Resolutions. <br />Visitors: M. Raub <br />Reviewed By: M. Raub <br />
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