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DAILY FIELD REPORT Page 1 of 1 Project Name: Foothill Sanitary Landfill - Area 2A Report Number: 095 Project Number: 14-101-01 Date: Tuesday 09/22/15 Owner: Dept. of Public Works, San Joaquin County CQA Monitors: Contractor: R J Gordon Construction, Inc. M. Hu and Weather: Clear - Wind: 0-10m h. Temperature: Approx. range 65- 90 F Other: The contractor worked from 6:30 am to 5:30 pm. Sacrificial Geomembrane: Great Basin continued with sand bag anchor installment for the sacrificial geomembrane until noon when the activity was completed. Operations Layer: (1) CAT 14H motorgrader with GPS graded the floor. At 1 pm until 5 pm (2) CAT 745 trucks loaded by the Hitachi 300 excavator hauled material from the screened stockpile to the bench at the tie in of Area 2 to Area 1. The trucks loaded by the Hundai 480 excavator also hauled soil from the Drainage channel. The first foot of material placed was 1 -inch minus screened material. AES and RJ Gordon laborer monitored the first foot of material thickness by taking measurements as material was placed. The 1 foot of screened material was completed across the tie in bench near the end of the shift. One small area of screened cover remains at the NE corner of the bench. I have advised the contractor that there are some +3" clods that need to be picked out of the unscreened material. Force Main: Backfill of the utility trench began late in the afternoon. Screened material was placed on the first foot over the pipe. The Contractor hauled onsite soil to continue the backfill as the excavated soil from the trench had many large >3" clods. The Rack support for area 2A was put in place today. A portion of the force main will not be pressure tested as it will be completed in the future during installation of the new tank. Termination Berm Construction: Construction on the western and southern termination berm continued today. Material came from the adjacent drainage channel excavation. (1) CAT D6 dozer mixed fill and spread the materials in 8" lifts prior to compaction using (1) CAT CP 54 self propelled compactor. Electrical Panel Placement: Electricians continued with conduit in the forced main trench. Sump Riser Pipes: A resolution to the missing 6" instrumentation pipe has not yet been reached. Drainage Structures: (1) Hundai 480 excavator continued cutting the trapezoidal channel at the western edge of the floor, working southward. Excavated materials were placed as fill in the adjacent berm and also sent to the Operations Layer on the tie in Area. (1) CAT 14 H and 1 CAT D6 dozer assisted in the activities. At 1 pm work stopped due to a break down of the Hundai excavator. Equipment Onsite: (1) CAT D6T LGP dozer, (2) water trucks, (1) Hitachi 300 excavator, (1) CAT TH160B folk lift, (1) JD 410K Backhoe. (1) CAT 623 paddlewheel scraper. (1) Hyundai 480LC excavator, (1) CAT D6T dozer, (2) Cat 745 Dump Truck, (1) Cat 950 M Loader, (1) CAT D4 Dozer, (1) CAT 14MH Motor Grader, (1) CAT CP54 compactor Problems/Resolutions: A resolution to the missing 6" instrumentation pipe has not yet been reached Visitors: Reviewed By: M. Raub