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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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number of potentially severe disadvantages to pum systems. <br />Mechanical pumps and electrical controls cause all pump <br />systems to i <br />be much more maintenance intensive than gravty <br />flow septic systems. Proper maintenance of a system becomes <br />even more critical with the low pressure system, which <br />requires periodic inspection of the nitrification lines for <br />stoppages and excess line pressure in addition to pump <br />inspection. The location of nitrification fields in areas <br />remote from the occupied building can be disadvantageous if <br />it allows surfacing of waste water in the nitrification field <br />or other similar system failure to go unnoticed and <br />uncorrected. Such situations require a commitment to <br />periodically inspect nitrification fields as necessary to <br />forestall system failure. in law pressure systems in <br />particular, unchecked operational problems in the' <br />nitrification fields can render the field permanently <br />unusable. Failures in pump conventional and low pressure <br />systems generally result in untreated effluent running into <br />surface waters or entering ground water. <br />Class III system - Individual Spray Irrigation Systems and <br />Sand Filter Discharging Systems - <br />Spray irrigation systems and sand filter systems have a <br />number of elements in common with each other and with Class <br />II pump systems. Spray systems generally consist of, in <br />order, a septic tank, a sand filter, a chlorinator or other <br />type of disinfection unit, a pump tank and pump, and a spray <br />distribution system. <br />Sand filter discharge systems generally dispense with the <br />pump tank and substitute an effluent discharge line for the <br />spray system. The sand filter in both the spray irrigation <br />and the sand filter discharge systems is typically a buried, <br />four sided concrete structure with a top and bottom. This <br />structure is filled with sand and gravel filter media. <br />Septic tank effluent is discharged to the surface of the <br />sand. The effluent trickles through the sand, is collected <br />in a pipe at bottom of the filter and flows through the pipe <br />out of the bottom of the structure. The sand filter provides <br />a second level of treatment (after the septic tank) to remove <br />or filter out solids and provide exposure of waste solids to <br />microbiological decomposition processes. <br />In the sand filter discharging system, the sand filter <br />effluent flows by gravity to the effluent discharge line <br />where it is chlorinated or otherwise disinfected before being <br />discharged to surface waters. Recent innovations in sand <br />filter technology have produced the recirculating sand filter <br />which can be used with the spray or the discharging system in <br />lieu of the common sand filter. The recirculating system <br />uses a pump to recycle waste water through the sand filter <br />several times before it is discharged or pumped onto the <br />spray field. <br />6 <br />
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