gh s , silt oving ters
Step 3
Water then enters a pre-engineered water storage field of void spaced aggregate , naturally filtering the water before migrating into the aqueduct .
Step 4
As water travels to the aqueduct , it slowly percolates through a permeable lens , eventually leaching into the natural local soil base .
y calculated ?
e of Leach Field c
− b
− a = b
2260.40 ft ³ 20.62 ft ³ |
|
|
|
|
6.66 ft ³ |
|
|
|
|
2233.12 ft ³ |
× |
3.7499 gal / ft ³ |
= |
8373.98 gal |
+ 20.62 ft ³ × 7.48052 gal / ft ³ = 154.25 gal / ft ³ a + 31.81 ft ³ × 3.7499 gal / ft ³ = 119.28 gal / ft ³ + 60.47 ft ³ × 7.48052 gal / ft ³ = 452.35 gal / ft ³ e c aggregate w and percolat
( 155 ’× 17.5 ’×
b volume of 6 a volume of 2 e volume of 2
* Assume a 50.13 % e of Entire System
= 9099.90 gal / ft ³ *