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C I TOR <br />V <br />NGINEERING, INC. <br />CONSTRUCTION0 DAILY .O <br />Yroject Name: <br />Forward Landfill Closure <br />Project No. <br />021605.06 <br />Daily Field Report Sequence Number: <br />17 <br />Location of Work: <br />Manteca, Ca <br />Client Or Manager <br />Ruben Ramirez <br />Date: Day of The Week: <br />September 9, 2005 Frida <br />General Contractor: <br />Liner Contractor: <br />Project Engineer: <br />Guinn Construction <br />BAS <br />General Foreman: <br />Liner Superintendent: <br />Others: <br />Larry Simms <br />Source and Description of Fill Material <br />Weather: <br />CQA Technician: <br />On site native light brown siltyClayWarm, <br />clear and breezyKen <br />Davila <br />F.rminmP t — .4- <br />1. 1-Sheepsfoot roller, 3 -water trucks, 2-136 dozers, 8-627 scrapers, 1-140 blade I <br />NOTES (Describe work completed during the day, any problems and their solutions): <br />I arrived on site today for observations and documentation at the job location listed above. Guinn <br />Construction continued to use the 627 scrapers to haul clay to the west slope throughout the day working <br />toward the northwest corner. One dozer, one water truck and the sheepsfoot roller also worked in that same <br />location. The other water trucks moisture conditioned the haul roads and the cut area behind the dozer. <br />0 <br />Thirty-four (34) nuclear moisture density tests were performed at random locations and elevations onh <br />to <br />west slope fill area, south to north. All tests passed the specified values in density and moisture content and <br />the on site foreman was verbally informed of the test results. <br />Landfill personnel were on site to move the existing gas pipes further to the east. <br />1 <br />4/23/03, Rev. 0 1 of 1 <br />C-2 <br />Reviewed By: <br />