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17ECTOR ENGINEENNO INC. 0 DAILY CONSTRUCTION FIELD REPORT Project Name: Project No. Lily Field Report Sequence Number: Forward Landfill 021605.03 65 Location of Work: Client Or Manager Date: Day of The Week: Manteca,Ca Butch Stefan (Forward,Inc.) November 20, Thursday 2003 General Contractor: Liner Contractor: Project Engineer. Sukut Construction GSE Saneeta Lewis General Foreman: Liner Superintendent: Others: Tim Sues Avre Khounmouan9 Monte Christie Source and Description of Fill Material: Weather: CQA Technician: Native,stockpiled,light brown silty Clay Cool,hazey and Ken Davila breezy Equipment on site: 1-16Gblade 1-water truc 1-633 scra r 1-backhoe MOTES(Describe work completed during the day,any problems and their solutions): I arrived on site and met with the GSE foreman to discuss the deployment schedule and cell floor conditions. 60 mil liner began to be deployed on the central floor of the FU-03 cell. In the early to mid morning, deployment arrived at an area where subgrade was unacceptable for deployment and GSE halted liner deployment until conditions could improve to favorable. By mid afternoon,the wet areas had not dried sufficiently for deployment to continue. The GSE foreman was verbally informed of the condition of the clay and he stated that he would not continue until tomorrow. Two(2)rolls of double textured 60 mil were placed and seamed throughout the morning. In the afternoon,the crew cleaned up trash,cut destructs and patched the areas,performed air and vacuum box testing and finished the geot:omposite in the northwest comer. This work completed the tie-in between the west and north slopes of the cell. Sukut continued work on the clay in the southeast and southwest comers of the cell. The blade graded the clay as the scraper picked up and hauled excess material to the stockpile. Laborers continued to remove visquine from the south central cell floor. One(1) sample of granular drainage material was delivered to the site by Granite personnel. One portion of the sample will be tested for gradation on site and the other portion will be transported to the Vector laboratory for constant head permeability testing and sieve analysis. The same goes for the coarse drain rock. Monte C. (Vector)was briefly on site to pick up the rock samples and to observe the condition of the clay. Prepared By: Reviewed By: 4/23/03,Rev. 0 1 of 1 r-?