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The Purpose of a Subsurface Sewage Disposal System The purpose of a subsurface sewage disposal system is to remove domestic wastes from a building in such a manner as to protect public health, protect the environment, and prevent unnecessary public and private costs. Improperly designed, installed, or maintained on-site sewage disposal systems often cause serious environmental and public health concerns. Poorly treated or untreated effluent can contaminate groundwater and surface water resources. Correction of faulty systems could lead to significant expense to property owners, who must repair such systems, and to tax payers, if municipal sewer lines need to be extended. There are approximately 300,000 on-site (septic) systems in the State of Connecticut. Estimates suggest that upwards of 15,000 of those systems are in need of repair each year. With the information presented within this inter-net site it is hoped that actions can be taken by you as a homeowner, which will reduce the chances of your system being on next year's list. How A Septic System Works There are four basic components of a subsurface sewage disposal system: 1. The house sewer
line. The
House Sewer Line: The
Septic Tank: A great deal has been said about "bacterial action" in the septic tank and most of it is myth. Contrary to popular opinion, biological activity has very little influence on the quality of effluent delivered to the leaching system. The prime role that bacterial action plays is in the sludge digestion process. The septic tank produces effluent of rather poor quality, not suitable for direct discharge to the environment via a stream or river. The great virtue of this device is that its treatment process is highly stable, producing effluent quality that is routinely predictable; thus, the leaching system can be designed accordingly. The
Distribution System: 1. The primary objective in laying out a distribution system to any leaching system is to assure that all portions of the leaching system are utilized before failure (an overflow condition) can occur. 2. Since sewage normally trickles through the distribution system it is very difficult to set individual distribution pipes at the same elevation so that equal flow to each is achieved. Even if the pipes are set "equal" during initial installation, the box may settle creating an imbalance or, a slime layer may form on the edges of the pipe inverts causing unequal flows. 3. Due to variations in groundwater and soil conditions, two identical leaching structures on the same property can have different rates of sewage acceptance. 4. Whenever possible leaching units should be installed level with interconnected ends. When not possible serial distribution with high level overflow connections from higher leaching units to lower should be utilized. The only exception would be when the sewage flow into the system can be increased by a pump, siphon or, dosing distribution box. The
Leaching System: 1. The system must provide sufficient infiltrative surface to prevent excessive clogging by the biological slime which forms on the soil interface. As stated in the section on septic tanks, if a fairly uniform quality effluent is discharged from a septic tank then predictions can be made as to the thickness of the bio-mat which will form. This in turn will determine the amount of sewage which can pass through it, based in part on the ability of the receiving soils to disperse such sewage. In theory, a leaching system, sized in accordance with present codes, located in suitable soil conditions, maintained properly (septic tank routinely pumped, no toxic chemicals allowed to be discharged to the system, etc.) and utilized within water usage limits, should function properly indefinitely. 2. The system must be surrounded by an area of soil with sufficient hydraulic capacity to disperse the liquid volume without becoming saturated. Once sewage passes through the leaching system's bio-mat it must be absorbed and dispersed through the soils which surround the system. It is important that the soil conditions will promote such dispersal. Maximum groundwater (pre-installation of the system) levels shall be a minimum of 18 inches below the bottom of the leaching system, the soils shall be permeable enough to move sewage, there shall be enough slope within the leaching area to force sewage away from the area, and the system shall be spread out enough so the concentration of sewage being discharged doesn't overload the capacity of the soil to dissipate that amount of sewage. Failure to accommodate for the above would lead to flooding of the leaching area and a premature failure. 3. The system must contain sufficient hollow spaces within the stone or leaching structure to allow sewage to be stored during periods of heavy use, or when rainfall or subsurface flooding reduces the ability of the system to disperse liquid. Traditional stone leaching trenches do contain extra storage capacity created by the void space within the stone. Stone leaching systems designed in accordance with the Public Health Code requirements contain enough storage to provide for all normally occurring variations in soil dispersal rates or sewage flows. Hollow structured plastic leaching products, leaching galleries and leaching pits provide considerable more storage under the above adverse conditions. Proper Maintenance Of A Septic System The owner or user of septic systems should become informed as to the proper operation and maintenance of a subsurface sewage disposal system. Just like other elements of a home, for instance the furnace or the water supply well pump equipment, the on-site sewage disposal system will not function properly without routine maintenance:
Septic Tanks - should
be pumped when: Leaching Area -
Things To Do To Avoid Problems With An On-site
Sewage Disposal System:
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