1. Stabilize the bottom of search and ensure horizontality.
In case of need to anchor the apparatus (FC "implementation"). achieve a concrete bottom of search strike and include concrete irons. The mass of concrete will be calculated to offset the buoyancy when the device is empty.
2. In the absence of strike concrete, make a bed of sand 0-4 100 mm thick on the bottom of search stabilized
3. Ask the camera after removing the possible protections
4. Dock the camera, use the securing tabs provided in part inferior of the tank
5. Filling the search with sand 0-4. Proceed by layers of 200 mm max thickness
-Stabilize watering between each layer. (Hydraulic compaction exclusively)
-Treat closed spaces
-Fill the tank at the same time to balance the levelswater (Interior) and sand (outside)
-Proceed to the "G" (lifting rings) level
6. Connect the entry and exit
7. Filling around the filter preference module with gravel 10-14 (or sand) up to the level of the lid
8. If necessary (cf. § "Implementation"), make the slab load distribution.
-Set up any risers additional and adjusted to the level of the finished field.
-Filling in steep natural terrain.
| Reference | G | NP |
Tank
Polyethylene
Depth Maxi
lifting rings
Level Maxi
Water table
to the dela:
slab allocation
To the dela:
Do not ask the tub

