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L C n DAILY FIELD REPORT Paee 1 of 1 Project Name: Foothill Sanitary Landfill - Area 2A Report Number: 04S Project Number: 14-101-01 Date: Monday 07/13/15 Owner: Dept. of Public Works, San Joaquin County CQA Monitors: Jude Contractor: R J Gordon Construction, Inc. M. Hu and Weather: Clear Wind: 0-10 mph. Temperature: Approx. range 70- 92 F Other: The contractor worked from 7:00 am to 5:30 pm. Equipment was shut down at 3:30 and slope preparation and staging of geosynthetics continued. Excavation: (1) CAT D6 dozer, (1) CAT 627 scraper graded Basin 1. Fill placement began in the southern portion of the Basin. (1) CAT 825 provided compaction effort. One test was taken which passed compaction requirements. (1) CAT 621 water pull was used to maintain excavations, haul roads and fill areas. Slope Subgrade Preparation: Up to (6) laborers using hand tools continued to prepare the slope areas top and toe of the north slope, and the side boom smooth drum roller continued to roll the east slope. (1) Hitachi 300 excavator and (1) CAT 320 excavator cleaned up and graded the tie in area. Access Road: No activity. Foundation Layer: (1) water -pull continued to provide moisture for the foundation layer. Sump Construction: No activity observed today. North West Stockpile: No activity was observed. South Stockpile 1 (Foundation): No activity was observed. South Stockpile 2 (Operations): No activity was observed. South Stockpile 3: No activity was observed. Geosynthetics: Delivery totals of 256 GCL rolls; 54 HDPE rolls; and some Geocomposite rolls. The GCL rolls arrived under tarps on trucks. The unloading was observed by QA. A forklift was used to unload the trucks, using the supplied straps with each roll. The rolls were placed on 6" HDPE pipe to keep the material off the ground. HDPE deliveries were on flatbed trucks and unloaded using the supplied straps for each roll. All rolls unloaded were checked against a master approved list. The contractor was asked to modify the subgrade adjacent to the GCL storage area to drain away from the area. LCRS Gravel Drainage Material: The proposed test pad was built today with representatives from the County, AES and Geosyntec present A description of the procedure is described in a separate document.. Equipment Onsite: (1) CAT D8T dozer, (1) CAT D6T LGP dozer, (1) CAT D611 dozer (with slope board) (1) CAT 621G water pull, (4) CAT 627 scrapers, (1) 14H motorgrader, (1) CAT 825H compactor, (1) water truck, (1) Hitachi 300 excavator, (1) CAT CS 54B smooth drum roller (vibratory type), (1) CAT TH160B folk lift, (1) CAT side -boom winch smooth drum roller, (1) CAT 430D backhoe. (1) CAT 320 excavator. Problems/Resolutions. Discussed Operations layer placement requirements with contractor. Contractor will follow up with RFI Visitors: Reviewed By: M. Raub