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UTCTOR <br />ENGINEERING, INC. <br />0 DAILY CONSTRUCTION FIELD REPORT <br />Project Name: <br />Project No. <br />Daily Field Report Sequence Number: <br />FU -08 Upper Portion <br />021605.09 <br />010 <br />Location of Work: <br />Client Or Manager <br />Date: <br />Day of The Week: <br />Manteca, CA <br />Forward Landfill <br />14 Aug09 <br />Friday <br />General Contractor: <br />Liner Contractor: <br />Project Engineer: <br />Guinn Construction <br />Comanco <br />Monte Christie <br />Superintendent: <br />Liner Superintendent: <br />Hours: <br />Larry Sims <br />Gilberto Bello <br />06:00 am to 14:30 2m <br />Source and Description of Fill Material: <br />Weather: <br />CQA Technician: <br />On -Site Engineered Fill <br />Sunny, 90's <br />I <br />Steven Rosbach <br />Equipment on site: <br />CAT 420D Combination Loader (1); CAT 966F Front -End Loader (1); CAT CS54 Smooth Drum Compactor (1); CAT D6N Dozer, <br />GPS -Equipped (1); CAT 637 Scrapers (3); CAT TL943 Forklift (1); CAT 143H Grader (1); Water Truck (1) <br />NOTES (Describe work completed during the day, any problems and their solutions): <br />EARTHWORKS <br />Guinn covered the pipe in the northwesternmost trench with coarse gravel, now that the pipe has contracted back and is <br />lying in the bottom of the trench. Guinn also placed the pipe and gravel in the 2nd trench in from the northwest corner. <br />uinn received shipments of coarse gravel and drainage gravel throughout the day. A total of approximately 115 cubic <br />yards of each was delivered to the site and stockpiled near the center of the cell, bringing the total delivered to date to <br />230 yards of coarse gravel, and 115 yards of drainage gravel. Deliveries came in belly -dumps and were pushed into a <br />stockpile with the Front-end Loader, taking care not intermix soil with the gravel. <br />Comanco conducted air testing of seams, and constructed and tested repairs in the geogrid area. Vector marked <br />Destructive Samples DS -1 through DS -3 and tested them. All samples passed. <br />Comanco then placed approximately 29,000 square feet of geomembrane rain flap on the north perimeter berm. <br />Prepared By: Steven Rosbach Title: Senior Engineering Technician Date: 08/14/09 <br />Reviewed By: me Title: <br />0 <br />4/23/03, Rev. 0 1 of 1 <br />C-2 <br />Date: <br />