A. Limitations For Septic Tank Systems: The following criteria shall be used to determine the minimum lot size for on site septic filter field systems:
DEGREE OF LIMITATION
Item Affect- ting Use
| Small Lot
| Medium Lot
| Large Lot
| Prohibited
|
Item Affect- ting Use
| Small Lot
| Medium Lot
| Large Lot
| Prohibited
|
Slope | 1% – 8% | 8% – 15% | 15% – 20% | Less than 1% or more than 20% |
Depth to rock, hard pan or other impervious material (distance below drain field) | Over 25' | 15' – 25' | 10' – 25' | Less than 10' |
Depth to water table (distance below drain field) | Over 15' | 10' – 15' | 6' – 10' | Less than 6' |
Flooding | None | Rare -not more than once in 5 years | Occasional not more than one per year | Frequent - in floodplain |
Map "Efficiency of Soils for Septic Filter Field Use" | Slight | Moderate | Severe | Severe |
Soil type (USDA map) | Identify soil type from U.S. department of agriculture map | |||
Filled areas | Maximum fill 5'. Filling does not change degree of limitation | |||
Distance from stream or lake | Over 200' | 150' - 200' | 100' - 150' | Less than 100' |
Minimum lot size | 1 acre1 | 3 acres1 | 5 acres1 | Not permitted1 |
1 Any lot having one or more factors under a more restrictive condition will be placed under the larger lot size requirement, even though other criteria for that lot may be more favorable. | ||||
B. Subsurface Seepage Field, Dosage Rate:
Time Required For Water To Fall 6 inches (minutes)
|
Effective Absorption Area Required In Bottom Of Seepage Fields (sq. ft./bedroom)
|
Maximum Rate Of Sewage Application (gallons per square foot per day) For Subsurface Seepage Fields, Seepage Beds
|
Time Required For Water To Fall 6 inches (minutes)
|
Effective Absorption Area Required In Bottom Of Seepage Fields (sq. ft./bedroom)
|
Maximum Rate Of Sewage Application (gallons per square foot per day) For Subsurface Seepage Fields, Seepage Beds
|
30 | 130 | 2.2 |
60 | 165 | 1.6 |
90 | 210 | 1.3 |
120 | 235 | 1.1 |
150 | 265 | 1.0 |
180 | 290 | 0.9 |
240 | 320 | 0.8 |
300 | 350 | 0.7 |
360 | 385 | 0.6 |
1. Absorption area is figured as trench bottom area. | ||
2. Over 180 unsuitable for seepage pits. | ||
3. Over 360 unsuitable for absorption systems. | ||
(1976 Code § 152.027)