Geologic And Hydrologic Factors Governing ... - Gunnison County
Geologic And Hydrologic Factors Governing ... - Gunnison County
Geologic And Hydrologic Factors Governing ... - Gunnison County
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<strong>Geologic</strong> <strong>And</strong> <strong>Hydrologic</strong> <strong>Factors</strong> <strong>Governing</strong> Impacts Of Development<br />
On The Crystal River Near Marble, Colorado<br />
<strong>Gunnison</strong> <strong>County</strong>, Colorado<br />
Inadequate Distances Between Wells and Septic Systems. If a well is placed too close to a<br />
septic system the effluent from the leach field will not have been adequately treated before it flows<br />
into the well and is pumped to the surface. Both the CDPHE and <strong>Gunnison</strong> <strong>County</strong> require a 100-<br />
foot horizontal distance from the well head to the nearest point of the leach field.<br />
Soil Thickness. To assure adequate treatment of septic tank effluent, the soil profile should be<br />
thick enough and have adequately-developed horizons to allow complete filtration and digestion of<br />
the waste by bacteria before the bedrock or the water table is encountered. Normally, this requires at<br />
least 4 feet of adequate material below the bottom of the leach field and above bedrock or the water<br />
table.<br />
Permeability. The soil beneath and around the leach field must be permeable enough to allow the<br />
effluent to pass through it but not so permeable that waste passes through it too quickly and without<br />
complete treatment. Permeability is measured with percolation tests and is usually rated as the num-<br />
ber of minutes it requires for the water level in the percolation hole to drop 1 inch. If the water level<br />
drops 1 inch in less than 5 minutes, the soil material is too permeable to allow for adequate treatment<br />
of the effluent. Normally, this occurs in gravels, coarse sands, or highly fractured bedrock. If the<br />
percolation rate is slower than 60 minutes for a 1-inch drop in the water level of the percolation hole,<br />
the soil is not permeable enough to allow the leachate to pass through it and the leaching system will<br />
plug. Normally, these are clay soils or impermeable bedrock.<br />
Slope. If the slope of the surface of the ground at the septic tank location is too steep, the effluent<br />
from the leach field will percolate sideways as well as downward and come to the surface forming a<br />
leachate spring. Normally, this occurs on slopes greater than 20 percent.<br />
Shallow Water Table. A shallow water table can interfere with proper functioning of the leach<br />
field. If the water table is too close beneath the leach field, then the effluent will not be adequately<br />
treated and the effluent will pollute the groundwater zone. Normally, this problem occurs when the<br />
water table is within 4 feet of the base of the leach zone or approximately 8 feet from the surface of<br />
the ground. Whereas, the water table in most areas fluctuates between the wet season and the dry<br />
season, one should be certain that these water levels relate to the water table during the wet season or<br />
951-110.000 Wright Water Engineers, Inc. Page 42