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DAILY FIELD REPORT Page 1 of 1 Project Name: Foothill Sanitary Landfill - Area 2A Report Number: 083 Project Number: 14-101-01 Date: Thursday 09/3/15 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: 0-10 mph. Temperature: A22rox. range 59- 92 F Other: The contractor worked from 5:30 am to 5:30 pm. Operations Layer Processing: No Screening observed today. Operations Layer Placement: (1) Hyundai 300 loaded (2) Cat 745 Dump Truck with Screened Operations Layer for placement on cell floor. (1) D6 LGP and (1) D4 Dozer were used to spread Operations layer 2 ft thick over deployed 8 oz/sy geotextile along middle of cell working to the north and west. Random samples of Operations layer were hand sieved in field with 1" screen during placement. Observed 100% passing 1" screen. Placement discontinued at 2:30 pm Gravel Drainage Material Placement: 19-20 various types of end -dumps were used to import Gravel Drainage Material (GDM) from the Cemex Rock Plant until 4:30 pm. Observed trucks operating on at least 3 ft of GDM overlying the Geomembrane. (1) CAT D6 LGP dozer equipped with GPS spread GDM in the center of cell floor pushing north and west this morning beginning at 5:30 am. (1) CAT D6 LGP dozer equipped with GPS spread previously stockpiled GDM along Northern toe of slope. (2) Laborer controlled wrinkles. GDM placement discontinued at approximately 10:30 pm due to moderate to heavy wrinkles observed in HDPE Liner. GDM import continued, with material stockpiled onto previously deployed GDM. AES QA personnel monitored the placement and verified the depths of the placed LCRS gravel by using a dulled probe. Geotextile: RJ Gordon deployed and Great Basin sewed 8 oz/sy geotextile over GDM along middle portion of the cell heading west. (2) Laborers were used to hand roll Geotextile into place. (1) Laborer observed using hand sewing machine to sew seams. Geocomposite: Geocomposite deployed on West end of Northern slope. Observed nylon ties secured at 3 foot intervals along length and 6 -inch intervals along width. Geotextile seams were sewn using hand sewing machine. Installation resulted in horizontal seams on the slope. The seams were constructed in accordance to the specifications and guidance from the Engineer. At 2:30, (1) John Deere 410 Backhoe and (1) Laborer removed soil to expose damaged Geocomposite along Area 1 tie-in to the north. (8) Locations have been identified as requiring repair. Work today was limited to soil removal. Leachate Collection Pipe: Contractor installed portions of Southern, Middle and Northern Leachate Collection Pipe. Approximately 200 If of 6" perforated HDPE pipe was placed today. (1) John Deere 410 Backhoe and (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 was wrapped in 8 oz/sy Geotextile. 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 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 48OLC 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 C7 Adtonced F�artPi srie"Ces, roc-