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Agenda - 10-08-1991
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Agenda - 10-08-1991
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11/8/2017 11:50:38 AM
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BOCC
Date
10/8/1991
Meeting Type
Work Session
Document Type
Agenda
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It is important to note here that conventional, alternative, <br />and other "soil based" systems are not a permanent solution. <br />Eventually all these systems will fail when the absorbing and <br />treatment capacity of the soil is reached. A properly <br />sited and constructed system can be expected to function <br />anywhere from 15 to 30 years depending on many variables. <br />Advantages to conventional septic systems are adequate <br />treatment of domestic type wastes, low construction cost, low <br />maintenance requirements and costs. Disadvantages to <br />conventional septic systems are requirements for the best and <br />deepest soils to operate effectively and difficulty in <br />repairing or reconditioning systems which have failed. <br />Failure of conventional systems generally results in <br />untreated effluent surfacing, running into surface waters, or <br />entering shallow ground water. <br />Class 11 System - Individual Pump Systems - <br />The individual pump system is very similar to the individual <br />conventional system, but is generally referred to as an <br />alternative system. In these systems, septic tank effluent <br />flows into a pump tank and is pumped to the nitrification <br />field. <br />In the pump conventional system, the effluent-is pumped to a <br />nitrification field which is identical to that of the <br />conventional system. The pump is required because the <br />suitable soils are located on land higher than or remote from <br />the residence and effluent cannot flow to the nitrification <br />field by gravity. <br />A second type of pump system is the low pressure pipe system. <br />It has a n trification field that is constructed differently <br />than a conventional system. The low pressure distribution <br />lines are small diameter plastic pipes with regularly spaced <br />holes installed in 10" gravel trenches. There are usually <br />five or more lines up to 70 feet in length in the <br />nitrification field. Each of these lines is dosed with <br />effluent at a design rate and discharges effluent into the <br />trench along - -the entire length. LPP trenches are installed <br />shallower than conventional trenches and form a clogging mat <br />more slowly but more extensively than conventional systems. <br />There are several advantages to pump systems. Nitrification <br />fields do not have to be located in areas near or lower than <br />the building using them. Low pressure nitrification fields <br />can be used in shallower soils than is allowable for <br />conventional nitrification fields. There is an additional <br />advantage in that the effluent is distributed evenly <br />throughout the entire drainfield, thus minimizing the effect <br />of a " progressive failure " as described in the conventional <br />system section. This feature also helps to maintain the <br />desired aerobic conditions in the trench. There are also a' <br />5 <br />
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