Residential septic tank

Details Residential septic tank Residential septic tank

2000-03-02

2001-08-28

Simmons, David A. (Department: 1724)

Liquid purification or separation

Structural installation

Geographic

C210S232000, C210S532200

Reexamination Certificate

active

06280614

ABSTRACT:

BACKGROUND OF THE INVENTION
1. Field of the Invention
The invention relates to septic tanks generally, and more particularly to a water-tight septic tank.
2. Discussion of the Background
Tanks for the first phase treatment of home waste have traditionally been referred to as septic tanks. Septic tanks slow down and temporarily hold a waste flow from a home so that a natural cleansing action involving anaerobic bacteria can occur. As sewage enters the tank, solids separate from fluids and fall to the bottom. Anaerobic bacteria break the solids down to reduce the volume. However, the volume of the solids is never reduced to zero; therefore, a residue remains. It is this residue that must be removed from the septic tank.
An example of a typical septic tank system
100
is shown in FIG.
1
. The system
100
includes a tank
110
with an inlet
120
and an outlet
130
. The tank
100
also includes an access riser
140
. As sewage enters the tank
110
, it separates into one of three distinct layers in the tank. The top layer
170
is referred to as scum. This layer includes components of the sewage such as cooking oils and fats, cigarette filters, and other materials that float. Most of the scum does not decompose in the septic tank
110
. The middle layer
160
is referred to as the clear layer. The scum layer
170
actually floats on the middle layer
160
such that approximately three quarters of the volume of the scum layer
170
is below the liquid level
161
of the middle layer
160
and approximately one quarter of the volume of the scum layer
170
is above the liquid level
161
. The middle layer
160
comprises mostly liquids with suspended solids. Bacteria digest many of the suspended solids in this area. The bottom layer
150
is referred to as sludge. This layer contains most of the sewage solids and is generally oxygen free. Anaerobic bacteria reduce the volume of solids in this layer greatly, but not entirely.
In operation, raw sewage enters the inlet
120
. The inlet
120
is typically shaped as a “T” or “Y” to prevent clogging of the inlet
120
by the scum layer
170
. The raw sewage separates into the three layers
150
,
160
,
170
as discussed above, where the bacteria begin breaking the sewage down. As sewage enters the tank
110
through the inlet
120
, a corresponding volume of sewage from the clear layer
160
exits the tank
110
through the outlet
130
, which is also “T” or “Y” shaped for the same reason the inlet is shaped that way. As long as the fluid in the clear area
160
has been present in the tank for a sufficient amount of time for the bacteria to do their work, the fluid exiting the tank through the outlet
130
is relatively clear. The exiting fluid is typically released into the surrounding soil, where further biodegradation continues.
However, if the fluid in the clear layer
160
has not been in the tank
110
for a sufficient amount of time, solids are released with the fluid through the outlet
130
and into the surrounding soil, causing the surrounding soil to become clogged or blocked. At this point the system
100
has failed. One main cause of septic system
100
failure is the entry of ground water into the tank
110
, which causes the premature release of fluid in the layer
160
from the tank
110
. Therefore, it is important that the tank
110
be watertight.
The use of baffles has become popular in recent years. A baffle
190
is shown in phantom in FIG.
1
. The baffle
190
is essentially a vertical wall that separates the tank
100
into two portions, usually such that the first portion (the portion nearest the inlet
120
) is at least ⅔ of the volume of the tank. The baffle
190
usually includes a passage located in the clear layer
160
. The idea is to allow clear fluids only past the baffle so that further biodegradation can occur before the fluids are expelled through the outlet
130
. Because only fluids pass through the baffle
190
, the size of the sludge and scum layers
150
,
170
is theoretically greatly reduced relative to the clear layer
160
in the portion of the tank
110
downstream of the baffle
190
. There is ongoing dispute within the industry as to the effectiveness of baffles.
Prior art tanks are often made of concrete or rotocast thermoplastic. The problem with concrete tanks is that historically they have been fabricated poorly. Also, concrete leaks unless it is professionally designed and manufactured and then carefully installed by a trained and experienced field installer. When those precautions are taken, the cost of the tank is increased and becomes non-competitive in many instances. A leaking septic tank interrupts the treatment process as described above. On the other hand, thermoplastic tanks are often watertight, but are not strong. Over time, they collapse under loads when being driven over by trucks or under other hydrostatic loads. Another weakness is that such rotocast thermoplastic tanks will often collapse when pumped dry during the periodic sludge removal process.
Another popular method for handling home sewage is to pipe the sewage from the home to a central treatment plant. This plant is usually built by a municipality. The waste that is pumped to the plant is not treated before it leaves the home and is therefore thicker because it includes solids. Transporting waste in this manner requires large pipes made of concrete. Such pipes are usually six inches or larger in diameter. In addition, getting the waste to the plant requires either expensive pumping stations or installing the pipes with the correct pitch for a gravity flow system, which can add significantly to the expense in installing the pipes at the requisite depths.
An additional problem is that the market is changing. Some municipalities are no longer accepting new subscribers. Developers are often now required to install their own treatment systems when they build development sites.
SUMMARY OF THE INVENTION
The invention solves the aforementioned problems to a great extent by providing a fiberglass septic tank that is watertight and strong enough to withstand live loads such as those resulting from vehicles being driven over the tanks, hydrostatic loads, and ground forces exerted on the tank when the tank is pumped dry. In preferred embodiments, the fiberglass septic tank is designed with integral ribs for structural strength.
In one preferred embodiment, the tank is made in two unequal halves. The lower half comprises the major portion of the tank and includes a bottom, two endwalls and two sidewalls. The upper half comprises a cover. This arrangement allows the horizontal seam to be placed above the internal waterline, thereby protecting the seam from exposure to sewage. Because of the size and light weight of the cover, it can be installed manually at the site without the use of power equipment, resulting in significant savings. At least one of the endwalls includes a raised top portion that allows the fluid inlet to be located near the top of the lower portion without passing through the seam between the upper and lower portions of the tank. The endwalls are also curved to allow for angled inlet and outlet pipe connections. The ribs are preferably internal, integral and hollow and the tank is preferably shaped such that multiple tanks may be stacked during shipment to reduce shipping costs. The internal ribs also provide support for an optional baffle. The lower portion of the tank is also preferably flat bottomed, which both eases installation (because the tank will stand upright on a bed of pea gravel) and increases the volume of the sludge storage area. The tank is preferably sized at approximately 500 to 3,000 gallons for residential use. In some preferred embodiments, the bottom internal ribs are filled with foam. The foam acts as a spacer or dunnage when tanks are stacked during shipping. The foam also fills the space under the ribs, thus eliminating the need for backfill in that area.
In another preferred embodiment, a cylindrical male molded tank is created on a mandrel. The tank circumference is

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