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DAILY FIELD REPORT Page 1 of 1 <br />Project Name: Foothill Sanitary Landfill - Area 2A Report Number: 071 <br />Project Number: 14-101-01 Date: Tuesday 08/18/15 <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 57- 99 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 east end 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 used relocate +1" from under belt into <br />separate stockpile. Hitachi 300 was parked on top of screened stockpile to be used part time on an as needed bases to <br />remove material from under stacker belt. (1) Sample collected from today's stacker belt stockpile. Full gradation was <br />performed in field lab. Lab results indicated 100 % Passing 1" Screen. Screening operation ended at 4:00 pm. <br />Operations Layer Placement: 6:00 am. Contractor hand excavated through Operations layer to expose 8 oz/sy geotextile. F3 <br />Survey crew was on site to perform point over point survey. No placement today. <br />Gravel Drainage Material Placement: 10-11 tandem end -dumps were used to import Gravel Drainage Material (GDM) from <br />Cemex Rock Plant until 4:30 pm. Observed 3 ft of GDM between end dumps and underlying geosynthetics. (1) Cat D6 LGP <br />dozer equipped with GPS spread GDM along northeast corner of cell floor this morning beginning at 5:00 am. (1) Laborer <br />used to control wrinkles. GDM placement discontinued at approximately 12:00 due to moderate to heavy wrinkles observed <br />in HDPE Liner. GDM import continued, with material being stockpiled on previously deployed GDM. AES QA personnel <br />monitored the placement and verified the depths of the placed LCRS gravel by using a dulled probe. <br />GDM Gravel Delivery Summary (6,914 tons to date) <br />8/6/15 - 1185 tons <br />8/7/15 - 430 tons <br />8/11/15 -1407 tons <br />8/12/15 -1168 tons <br />8/14/15 - 964 tons <br />8/17/15 - 805 tons <br />8/18/15 - 955 tons <br />Leachate Collection Pipe: Contractor continued placement of Southern and Middle Leachate Collection Pipes. <br />Approximately 130 if of 6" perforated HDPE pipe was placed today. (1) Cat 950 M Loader operating over completed <br />operations layer soil used to place coarse gravel over 6" Perforated HDPE Pipe. Coarse gravel and 6" HDPE pipe was wrapped <br />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 <br />measured to have a 2 ft 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 <br />Problems/Resolutions. <br />Visitors: Mike Raub <br />Reviewed By: M. Raub <br />Ad'swneed <br />" - Earthy Scfe /nu <br />