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CTOR <br /> ENGINEERING INC. <br /> DAILY0 <br /> ST T/ FIELD T <br /> Project Name: Project No. Daily Field Report Sequence Number: <br /> Forward Landfill 2008 021605.08 4 <br /> Location of Work: Client Or Manager Date: Day of The Week: <br /> Manteca, CA Forward/AWI June l9,2008 Thursday <br /> General Contractor: Liner Contractor: Project Engineer: <br /> Guinn Comanco Lewis Engineering <br /> General Foreman: Liner Superintendent: Other: <br /> L <br /> Source and Description of Fill Material: Weather: CQA Technician: <br /> On-Site light tan clayey soil Warm and breezy Evan Lindenbach <br /> Equipment on site: <br /> 815 compactor,tractor with BeGe blade 5 x 637 scra ers 1 x 627 scra er 2 x water trucks D-6 dozer,D-6 dozer w/slo a-board <br /> NOTES(Describe work completed during the day,any problems and their solutions): <br /> - Guinn was cutting the south slope to grade with a D-6 and removing excess material with scrapers(4 <br /> x 637, 1 x 627). Removed material was placed in the cell as earth fill. <br /> - Guinn was cutting the northwest slope to grade and placing subgrade fill with a D-6 with a slope- <br /> board and GPS control. <br /> - Guinn used GPS and a grade checker to monitor the grade of placed material. <br /> - Guinn is placing the earth fill material near the southwest corner of the cell. <br /> - Guinn is compacting earth fill in the cell with an 815 compactor and is moisture conditioning the <br /> material with a water truck. <br /> - CQA monitored placement,moisture conditioning, and compaction of the subgrade fill and earth fill. <br /> - CQA performed four(4)passing nuclear density tests on subgrade fill. <br /> - CQA removed samples SG-2 and SG-3 from placed subgrade in the FU-08 cell and sent the material <br /> to the lab for testing as per the specs. <br /> Prepared By: Reviewed By: <br /> 4/23/03,Rev.0 1 of 1 <br /> C-2 <br />