Long-Term Acceptance Rates (LTAR) for Wastewater
Application to Soil Absorption Systems
Percolation Rate (minutes/inch) | Typical Soil Textures | Maximum Loading Rate/LTAR (gallons/square foot/day) |
[LESS THEN OR EQUAL TO] 5 | Gravel to Coarse to Medium Sand | See NAC 445A.9666 |
6-10 | Fine Sand to Loamy Sand | 1.1 |
11-20 | Sandy Loam to Loam | 1.0 |
21-30 | Loam | 0.7 |
31-40 | Loam to Silty Loam | 0.5 |
41-60 | Clay Loam to Clay | 0.4 |
Over 60 | Silty Clay Loam/Silty Clay | 0.2 |
For example, if a 3,000 gallon septic tank is proposed and the site consists of loam with a long-term acceptance rate of 0.7 gallons per square foot per day, the calculation would be 3,000 gallons per day divided by 0.7 gallons per square foot per day for a total required absorption area of 4,286 square feet. Thus, the required septic tank capacity determined from the table set forth in NAC 445A.9656 must be divided by the long-term acceptance rate from the table set forth in this section to determine the minimum absorption area required.
Nev. Admin. Code § 445A.9674
NRS 445A.425