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DAILY FIELD REPORT Page 1 of 1 Project Name: Foothill Sanitary Landfill - Area 2A Report Number: 073 Project Number: 14-101-01 Date: Thursday 08/20/15 Owner: Dept. of Public Works, San Joaquin County CQA Monitors: R. Nogales Contractor: R J Gordon Construction, Inc. M. Hu and Weather: Clear - Hot Wind: 0-15 mph. Temperature: A2prox. range 57- 90 F Other: The contractor worked from 5:00 am to 4:30 pm. Excavation: No activity observed. Access Road: No activity observed. Operations Layer Processing: Contractor continued screening of operations stockpile today at 6:00 am. (1) Hitachi 300 excavator, (1) CAT D6 dozer (1) 950 M Loader used to perform screening operations. The Hitachi 300 used to load soil from the middle of Stockpile 2 into the Power Screen screening plant. Screened product was stockpiled in a cone using a belt stacker to keep the screened soil separate from unprocessed soil. At 10:30 am, Hitachi 300 parked for balance of the day and Hyundai 480 added to screening operation. (1) 950 M Loader was used relocate +1" from under belt into separate stockpile. (1) Sample was collected from today's stacker belt stockpile. Full gradation was performed in field lab. Lab results indicated 100% Passing 1" Screen. Screening operation ended at 4:30 pm. Operations Layer Placement: (1) Hyundai 480 excavator loaded (2) Cat 745 Dump Trucks with Screened Operations Layer for placement on cell floor. (1) Cat D4 Dozer was added to operation today. Cat D4 and Cat D6 LGP Dozer were used to spread Operations layer 2 ft thick over deployed 8 oz geotextile along southern edge of cell working north and west. Random samples of Operations layer were hand sieved in field with 1" screen during placement. Observed 100% passing 1" screen. Hauling operation discontinued at 10:30 am. (2) Cat 745 Dump Trucks parked. Hyundai 480 moved to screening operation. Gravel Drainage Material Placement: 19-20 various type of end -dumps were used to import Gravel Drainage Material (GDM) from Cemex Rock Plant until 4:00 pm. Observed 3 ft of GDM between end dumps and underlying geosynthetics. (1) CAT D6 LGP dozer equipped with GPS spread GDM in the northeast corner of cell floor beginning at 5:00 am. (1) Laborer controlled wrinkles. GDM placement discontinued at approximately 2:30 pm due to moderate to heavy wrinkles observed in HDPE Liner. GDM import continued, with material being stockpiled onto previously deployed GDM using Cat D4 and Cat D6 LGP Dozers. AES QA personnel monitored the placement and verified the depths of the placed LCRS gravel by using a dulled probe. (1) GDM sample was collected at 11:00 am. Field gradation indicated GDM met required specifications. GDM Gravel Summary 8/20/15 -1057 tons Total Tonnage - 9003 tons Geotextile: No activity observed today. Leachate Collection Pipe: Contractor continued placement of the Middle Leachate Collection Pipe. Approximately 250 If of 6" perforated HDPE pipe was placed today. (1) Cat 950 M Loader operating over completed operations layer soil was used to place coarse gravel over 6" Perforated HDPE Pipe. Coarse gravel and 6" HDPE pipe were wrapped in 8 oz/sy Geotextile. 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 2ft minimum overlap. 24" HDPE Riser Pipe: No activity observed today. Equipment Onsite: (1) CAT D6T LGP dozer, (2) water trucks, (1) Hitachi 300 excavator, (1) CAT TH160B folk lift, (1) John Deere 410 Backhoe. (1) CAT 623 paddlewheel scraper. (1) Power Screen, (1) Belt Stacker, (1) Hyundai 480LC excavator, (1) CAT D6T dozer, (2) Cat 745 Dump Truck, (1) Cat 950 M Loader (1) CAT D4 Dozer Problems/Resolutions. Visitors: Reviewed By: M. Raub 7 n Adavrattresrti' Earth ,Acl ar, lnc.