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ENVIRONMENTAL
EDUCATION SERIES
ENVIRONMENTAL QUALITY Agriculture & Natural Resources |
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Watertight concrete must be used to avoid leakage
from sumps and the pad containment area. To resist moisture and chemical
penetration, concrete mixtures for the slab surface should include the
following specifications:
To minimize corrosion, large tanks (12 ft. diameter or larger) should be elevated at least 4-8 inches above concrete floors on a base of smooth or wash stone. This provides for drainage away from steel bottoms. Raised stone bases are used to level tanks on sloped floors. Tanks must be anchored to prevent overturning and damage to adjacent tanks and rigid plumbing.
Mixing And Loading Pad
Surface Slopes -2
percent minimum slope to facilitate washing.
Pad Thickness - 6 inches with reinforcement steel at 12 inch centers in both directions.
Rinsate Storage - Separate storage tanks for each chemical applied. Cross-linked polyethylene or fiberglass tanks of 300 to 600 gallon volumes are a good selection. All rinsate storage tanks should be mounted 3 to 5 inches above the concrete floor for location of tank leaks. Fiberglass, stainless, glass-lined, or epoxy-lined tanks are normally used for liquid fertilizer.
Sumps - Sumps should be located near the rinsate storage tanks and should be covered with steel grating . The minimum size should be 2' x 2' x 2'.
Curbing - The mixing/loading pad should be trimmed by a 3 inch drive-over curb. This minimizes chemical spillage and increases containment volume.
Management - Sprayer systems should be rinsed with the vehicle parked on the wash pad. Pesticide sprayer hoppers or holding tanks and plumbing which contain 4 to 10 gallons of field strength pesticides should be rinsed with 50 to 80 gallons of water. This rinsate can be used later as 20% of makeup water. Rinsate at 5 to 10% of field strength adds only 1 to 2% to total AI in new mixtures.
When switching crops and pesticides, double or triple rinse and use detergents and/or ammonia solutions to minimize pesticide residual in the plumbing (similar to triple rinsing pesticide containers).
Liquid Fertilizer Containment
The major problem in designing containment sections is determining the best combination of containment area and wall height to provide the 125% of volume of the largest tank. The area displaced by all tanks, including the area of the largest tank plus any equipment in the containment area, must be added to the net fluid volume that can be released in the largest tank.
Containment Volume is
computed by the following equation:
| NCV = | (LTV - (GPF x CVD)) x 1.25
7.5 |
| Where: NCV = New Containment Section Volume,
Cubic Feet LTV = Largest Tank Volume, Gallons GPF = Gallons Per Foot of Depth of Largest Tank CVD = Containment Volume Depth, Feet |
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Containment Pad Area is
computed as follows:
| PA = NCV/CVD |
| Where:
PA = Containment Pad Area |
