Title Page
-
Document No.
-
Copping landfill liner inspection/site record
-
PITT & SHERRY - Copping Landfill Cell Construction
-
Conducted on
-
Prepared by: Nick Barta
-
Location
-
Personnel
-
Copping Landfill Liner Construction - Site Inspection Record
-
Contractor on Site
-
Site Personnel
- Site engineer (Contractor)
- Site supervisor (Contractor)
- Client Representative (Principal)
- Subcontractor A
- Subcontractor B
-
Date and Time of Inspection
General site details
-
General site comments on construction aspects
-
General site photos
-
Construction Equipment on site - please list (eg. 30T excavator - operational, D8 dozer - parked, etc.)
Layers specific details
WALLS
-
Working on walls?
Wall Layers checklist
-
M - Subgrade check ok?
-
L - Groundwater Relief
-
Groundwater relief b. - 100mm thick of 25mm FCR?
-
Groundwater relief a. - Trinet 5mm w Bidim A14 laminated - check labels?
-
J & K Tertiary - Elcoseal x2000 pH+ GCL - check label & contractor check sheets being used
-
Surface prep satisfactory?
-
Rolls in good condition & packaging intact, etc?
-
Roll numbers witnessed
-
I Secondary Liner - GSE HDPE 2mm - smooth/textured - check labels?
-
H secondary drainage - Trinet 5mm geonet, check labels and that has a bonded Bidim A14 Geotextile underneath?
-
G secondary drainage - check H item has bonded Geotextile already included
-
F primary liner 1 - Elcoseal X2000 pH+ GCL, check product labels & contractor check sheets being used
-
Surface prep satisfactory?
-
Rolls in good condition, packaging intact etc.
-
Roll numbers witnessed:
-
E primary liner 2 - GSE 2mm HDPE smooth/textured - check labels and in sound condition
-
D primary liner 3 - Texcel P70 custom Geotextile - check labels?
-
A cover - bidim A14 Geotextile - check labels
BASE / FLOOR
-
Working on cell base?
Floor Layers checklist
-
M - subgrade sound?
-
L groundwater relief - 300mm compacted fill w slotted pipe in trenches w geotextile and aggregate
-
DN100 and SN20 pipe?
-
Layout, trenches per design?
-
Bidim A29 geotextile - checked?
-
K tertiary liner b. - 600mm clay - check moisture, compaction method sound?
-
K tertiary liner a. - Bidim A29 Geotextile?
-
J tertiary liner - GCL x800 - check labels and contractor check sheets
-
Surface prep satisfactory?
-
Rolls in good condition, packaging intact?
-
Roll numbers witnessed
-
I secondary liner - GSE 2mm HDPE smooth
-
H secondary drainage - Trinet 5mm w Bidim A14 laminated
-
DN90 pipe around outside and sound?
-
G - check Geotextile bonded to the layer H above?
-
F primary liner 3 - Elcoseal x2000 pH+ GCL - check labels & contractor check sheets
-
Surface prep satisfactory
-
Rolls in good condition, packaging intact?
-
Roll numbers witnessed
-
E primary liner 2 - GSE 2mm HDPE smooth
-
D primary liner 1 - Texcel p70 custom - check label
-
C primary drainage 2 - 20mm graded aggregate HANSON quarry (check dockets and contractor record list/daily running sheets)
-
DN90 PE100 PN8 pipe drilled?
-
B primary drainage 1 - Texcel p49 custom Geotextile, check labels
-
A cover - topsoil won on site - clean, uniform & free of deleterious materials
Issues identified
-
Issues requiring further action, rectification or advice to other parties
-
Photo of any issues
-
Formal Non-Compliance Record (NCR) required?
Actions/confirmation of approved construction
-
Actions for contractor:
-
Actions superintendent:
-
Advice needed to principal, third party, CQA reviewer:
-
Inspection sign off
-
Is construction progressing generally in accordance with specification and to the satisfaction of site inspector?