ARCHIVED REPORTS_2006_23 - Laserfiche WebLink

Home Browse Search

117 E 'TOR ENGINEERING,INC. DAILY CONSTRUCTION FIELD REPORT Project Name: Project No. Report Sequence Forward WMU FU-06 02.1605.07 79 Location of Work: Client Or Manager Date: Day of The Week: Stockton Allied Waste August 29, 2006 Tuesday General Contractor: Liner Contractor: Project Engineer: Reviewed By: Gwinn Construction n/a Monte Christie General Foreman: Liner Superintendent: Other: Larry Simms n/a Source and Description of Fill Material: Weather: CQA Technician: Native soils Clear, It. breeze (NW), high 50's to low 90's Mike Strobel Equipment on site: 4x627 scrapers, 2xD6 dozers, 815 compactor, 2 water trucks, excavator, rock truck, loader, backhoe, forklift NOTES(Describe work completed during the day,any problems and their solutions): I. Construction 1. Gwinn continued moisture conditioning the surface of the Clay Liner in the floor area of FU-06. 2. GSE deployed 17 rolls of Geocomposite on the south slope and within the sump: area=49,089 square feet. 3. GSE started deployment of 60-mil HDPE single side textured on the 5:1 slope area, liner panels P-32 through P-39: area= 37,356 square feet. Total coverage to date =91,658 square feet. II. Testing 1. Monitored activities; all logs, as-built etc. 2. Located and tested 60-mil HDPE Destructive Sample DS-5 on panel P-32 and the existing liner on the 5:1 slope: peel and shear strength values exceeded minimum specification requirements. 3. GSE provided Subgrade Acceptance for liner panels P-1 through P-31 on the south slope. III. Conversations • With Monte Christie, Vector Engineering, Inc., re: GSE deployed Geocomposite on the south slope and in the sump. Some details on the plans show Geocomposite on the slope above the sump; but a note on the plans said ..."no Geocomposite on the south slope." GSE will remove the Geocomposite from the south slope and within the sump. Prepared By: Reviewed By: ./121 I of 1 4/23/03,Rev. 0