|
Sewage Treatment
Tanks or Holding
Tanks
|
Soil Absorption
Systems, & Unlined
ET Beds
|
Lined
Evapor-
transpiration
Beds
|
Sewer Pipe With
Watertight Joints
|
Surface Irrigation
(Spray Areas)
|
Drip Irrigation
|
Public Water Wells |
50
|
150
|
150
|
50
|
150
|
150
|
Public Water Supply Lines |
10
|
10
|
10
|
10
|
10
|
10
|
Private Water Well |
50
|
100
|
50
|
20
|
100
|
100
|
Private Water Well (Pressure Cemented or Grouted to
100 ft. or Cemented or Grouted to
Watertable if watertable is Less Than 100 ft. deep) |
50
|
50
|
50
|
20
|
50
|
50
|
Streams, Ponds, Lakes, Rivers (Measured from Normal
Pool Elevation and Water Level); Salt
Water Bodies (High Tide). |
50
|
75, LPD
(Secondary
Treatment and
Disinfection)
50
|
50
|
20
|
50
|
25 when
R, < 0.1
75 when
R, >0.1
50 w/ ST&D |
Foundations, Buildings, Surface Improvements, Property
Lines, Easements, Swimming Pools, and Other Structures. |
5
|
5
|
5
|
5
|
None, except
Prop lines 10
Swim Pool 25
|
None, except Prop. Lines 5
|
Sharp slopes, Breaks |
0
(special support may be required)
|
25
|
5
|
10
|
25
|
10 when
R, <0.1
25 when
R, > 0.1
|
Edwards Aquifer Recharge Features See Rules &
Regulations Title 313 of
the Regulations Relating to the Edwards Aquifer. |
50
|
150
|
50
|
50
|
150
|
100 when
R, < 0.1
150 when
R, > 0.1
|