ARCHIVED REPORTS_2004_1 - Laserfiche WebLink

Home Browse Search

IrIECTOR PV ENGINEERING INC. DAILY CONSTRUCTION FIELD REPOR Project Name: Project No. Daily Field Report Sequence Number: Forward Landfill 021605.03 47 Location of Work: Client Or Manager Date: Day of The Week: Manteca, Ca Butch Stefan Forward, Inc. October 30,2003 Thursday General Contractor: Liner Contractor: Project Engineer: Sukut Construction GSE San Beta Lewis General Foreman: Liner Superintendent: Other: Jim Hasal Ayre Khounmouan Source and Description of Fill Material: Weather: CQA Technician: On site native, stockpiled, light brown silty Warm, clear and Ken Davila CLAY wind Equipment on site: 1-D6 dozer, 1-water truck, 1-633 lam 1- 16G blade 1-backhoe, 1-smooth drum roller, 1-140H blade NOTES(Describe work completed during the day,any problems and their solutions): I arrived on site and met with Ayre K. (GSE superintendent)in the early morning to discuss the geosynthetic clay liner(GCL)deployment schedule. He stated that approval of the GCL horizontal seams on the slope had not been given by the Water Board and would therefore have to wait for the manufacturing and shipping of new, longer rolls. Deployment of GCL, 60 mil HDPE and geocomposite began on the northeast comer of the five to one(5:1)slope where the shorter rolls could be used and were there would b* no horizontal seams. Four(4)panels of 60 mil HDPE were deployed, seamed and tested by the mid morning. A proposed drawing,by GSE, for the placement of the GCL on the northwest comer of the same slope was FAXed to project engineer, Sangeeta L. (Lewis Engineering),for review and/or approval. This would be so that GSE could order the rolls of GCL to the necessary length. The GSE foreman stated that he would begin liner deployment on the west slope of the FU-03 cell tomorrow morning, working south to north. Earthworks operations continued with one(1) scraper hauling minor amounts of excess clay from the windrows generated by the blade that continued to finish cut the clay on the cell floor. The D6 dozer graded and widened the access road into the cell that will be used for general truck access. The backhoe and smooth drum roller cleaned and prepared the west toe of slope in the FU-03 cell in preparation for tomorrow's liner deployment. The 140H blade began finish cutting the leachate pond floor but blew a hydraulic hose in the late morning and was down for the afternoon. Review of the roll certifications of the sixteen-ounce(16oz), eight-ounce(8oz) geotextile and the geonet continued as time permitted. The twelve-ounce(12oz)geotextile was completed by shift's end. Prepared By: Reviewed By: 4/23/03,Rev. 0 1 of 1 r-,)