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V TUCTOR ENGINEERING INC. DAILY CONSTRUCTION FIELD REPORT* Project Name: Project No. Daily Field Report Sequence Number: Forward Landfill 021605.03 86 Location of Work: Client Or Manager We: Day of The Week: Manteca, Ca Butch Stefan Forward, Inc. December 19,2003 1 Friday General Contractor: Liner Contractor: Project Engineer: Sukut Construction GSE San seta Lewis General Foreman: Liner Superintendent: Others: Tim Sues Ayre Khounmouang King Bails Sukut superintendent) Source and Description of Fill Material: Weather: CQA Technician: Native, stoc fled, light brown silty CIE Cold, cloudy and breezy, rainn PM Ken Davila Equipment on site: 1-D6 LGP dozer, 1-backhoe, 1-627 sora er, 1-D4 dozer 8-Transfer trucks, 1-966 loader Jbocrowed from Forward,Inc. NOTES(Describe work completed during the day,any problems and their solutions): On site today for documentation and observations at the location listed above. Sukut began hauling granular drainage material (GDM)using the transfer trucks. They began utilizing the D4 and D6 to spread the granular drainage material from east to west. In the early morning,I asked the acting on site superintendent,King B.,if he were going to continue finish grading the granular drainage material to the north of the placement area and he stated he would not,parked his tracker and left the job site. Hauling and placement of the GDM continued with the on site foreman, Tim S.,operating the D6 and grading the material to finished grade. With this number of trucks, approximately 900 tons of GDM would be hauled. I personally checked the thickness of the material while it was placed next to the D6 because the grade setter normally on site torform this duty was not on site. The acting foreman stated that they would not return on site until the 29 of this month. Coarse gravel was placed over the LCRS pipe in the northeast quadrant for a distance of approximately fifty feet. The FU-03 sump pump was set up at various times throughout the day in anticipation of the upcoming wet weather. One concrete truck arrived on site in the late afternoon with nine(9)yards of cement slurry and poured the northeast FU-03 cell anchor trench at the 5:1 and 2:1 slopes. The conveyor previously used for GDM placement was removed from the jobsite by flatbed truck. Aak Prepared By: Reviewed By: 4/23/03,Rev.0 1 of 1 r-7.