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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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v <br />DAILY FIELD REPORT Page 1 of 1 <br />Project Name: Foothill Sanitary Landfill - Area 2A Report Number: 074 <br />Project Number: 14-101-01 Date: Friday 08/21/15 <br />Owner: Dept. of Public Works, San Joaquin County CQA Monitors: R. Nogales <br />Contractor: R J Gordon Construction, Inc. M. Hu and <br />Weather: Clear - Hot Wind: 0-10 mph. <br />Temperature: Approx. range 60- 89 F Other: <br />The contractor worked from 5:00 am to 4:30 pm. <br />Excavation: No activity observed. <br />Access Road: No activity observed. <br />Operations Layer Processing: Contractor continued screening of operations stockpile today at 6:00 am. (1) Hyundai 480 <br />excavator, (1) CAT D6 dozer (1) 950 M Loader used to perform screening operations. The Hyundai 480 used to load soil from <br />the middle of Stockpile 2 into the Power Screen screening plant. Screened product was stockpiled in a cone using a belt <br />stacker to keep the screened soil separate from unprocessed soil. (1) 950 M Loader was used relocate +1" from under belt <br />into a separate stockpile. (1) Sample collected from the stacker belt stockpile. Full gradation was performed in field lab. Lab <br />results indicated 100 % Passing 1" Screen. Screening operation ended at 4:30 pm. <br />Operations Layer Placement: No activity observed <br />Gravel Drainage Material Placement: 19-20 various types of end -dumps were used to import Gravel Drainage Material <br />(GDM) from Cemex Rock Plant until 4:00 pm. Observed 3 ft of GDM between end dumps and underlying geosynthetics. (1) Cat <br />D6 LGP dozer equipped with GPS spread GDM in the northeast corner of cell floor this morning beginning at 5:00 am. (1) <br />Laborer controlled wrinkles. GDM placement discontinued at approximately 2:30 pm due to moderate to heavy wrinkles <br />observed in HDPE Liner. GDM import continued, with material being stockpiled onto previously deployed GDM using Cat D4 <br />and Cat D6 LGP Dozers. AES QA personnel monitored the placement and verified the depths of the placed LCRS gravel by <br />using a dulled probe. (1) GDM sample was collected at 10:30 am. Field gradation indicated GDM met the specifications. <br />GDM Gravel Summary <br />8/21/15 - 981 tons <br />Total Tonnage - 9984 tons <br />Geotextile: No activity observed today <br />Leachate Collection Pipe: Contractor continued placement of the Middle Leachate Collection Pipe. Approximately 125 If of <br />6" perforated HDPE pipe was placed today. (1) Cat 950 M Loader operating over completed operations layer soil was used to <br />place coarse gravel over 6" Perforated HDPE Pipe. Coarse gravel and 6" HDPE pipe were wrapped in 8 oz/sy Geotextile. <br />Gravel was measured to be a minimum of 1 ft in depth and a minimum of 4 ft in width. Geotextile was measured to have a 2 ft <br />minimum 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: <br />Reviewed By: M. Raub <br />AdMunced <br />- awrthr .S'cfierwe'a, Inc- <br />
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