ARCHIVED REPORTS_2004_1 - Laserfiche WebLink

Home Browse Search

7 VECTOR NGINEERING INC. DAILY CONSTRUCTION FIELD REPORT Project Namc: Project No. Daily Field Rcpott Sequence Number. Forward LF WMU FU-03 021605.03 87 Location of Work: Client Or Manager Date: Day of The Week: WMU FU-03 Forward Landfill Inc. December 23,2003 Tuesda Genial Contractor Liner Contractor. Project Engineer. Sukut Const. GSE General Foreman: Liner Superintcndcnt: Other; Source and Description of Fill Material: Weather. CQA Technician: Rainy-Ws Monte Christie Equipment onsite. DA Scra er,Backhoe NOTES(Describe work completed during the day,any problems and their solutions): Sukut Construction was spreading LCRS gravel that was previously placed before the rains stopped construction. CQA verified required thickness of gravel. Once the gravel was spread to proper thickness, the Contractor placed the filter geotextile over the top of the gravel in preparation for operations layer placement. However,due to current rains, construction was stopped and the placement of the operations Oyer will wait until better weather. During gravel spreading, the dozer operator accidentally cut the liner with the edge of the dozer track. The area was marked for repair for when GSE is back on site. CQA noticed water beneath the liner at the east LCRS trench north of the gravel placement. The water appears to be coming from surface water entering at the northeast corner where there is only plywood over exposed edge of liner. The Contractor re-graded the top of slope to redirect surface water away from slope. The Contractor also placed soil over the exposed edge of liner and plywood in the corner area. See attached map showing extent of water beneath liner. Schedule was discussed with Contractor and it was agreed that CQA could leave site, as the Contractor will not be performing any work until weather improves. Prepared By: Reviewed By: 4/23/03.Rev.0 1 of 1 C-2