CODE OF GOOD AGRICULTURE
PRACTICE - LITHUANIA
7. MANAGEMENT OF WASTEWATER AND WASTES
7.1. WASTEWATER
The
following wastewater is formed on a farm: household wastewater, milking and
cooling systems wastewater. Household wastewater is a big problem for
new-founded farms as well as for earlier founded ones, because proper treatment
of the wastewater is not cheap.
7.1
Wastewater may be discharged to natural environment only when its pollution
does not exceed norms approved by the Lithuanian Ministry of Environment.
Republic of Lithuania. Law on water 1997
10 21. No. VIII-474. V. 31 article.
Wastewater pollution norms (LAND 10-96)
(Lithuanian). V. 1997
Environmental rules on design and
exploitation of domestic wastewater filtration facilities (LAND 21-97)
(Lithuanian). V. 1997
Fig.
7.1. Wastewater discharge: A – it is prohibited to discharge untreated
wastewater to drainage pipes; B – wastewater has to be treated prior to
discharge to a drainage pipe or a rivulet. 1- sewerage pipe; 2 – septic tank;
3- wastewater treatment fields
It
is the best if this wastewater is directed to the existing sewerage network.
Then all the business is to pay the determined taxes. If the network is
unavailable it is recommended to install inexpensive wastewater treatment plant
of two steps. This is a facility of simple construction that does not require
constant maintenance and electricity. Farmers can install the facility
themselves or buy it (Fig. 7.1).
Septic tank is usually arranged for primary treatment of wastewater.
Decomposition of wastewater takes place in the septic tank. The septic tank is
made of reinforced concrete or plastic. The septic tank consists of a few
chambers connected by gaps. The septic tank should contain wastewater of not
less than 7 days if the small amount of wastewater is present (0,5-5 m3/day),
and it may contain wastewater of 3-5 days when the amount of wastewater is
bigger.
Pollutants that are large and
heavier than water settle down in the septic tank and lighter pollutants come to
the surface. Accumulated in the septic tank sludge is removed in autumn once in
two years.
7.2
Choice of biological wastewater treatment facilities of second step is
determined by local conditions (relief, ground, distance to outlet to rivulet,
etc.) and valid sanitary environmental restrictions.
Special conditions of forest and land
use. LRG 1992 05 12 resolution No. 343.
The
secondary wastewater treatment plant may consist of infiltration well or trench,
equipment for wastewater filtration through grounds, biological pond or
wastewater collector with watering equipment.
Fig.
7.2. Wastewater treatment types: 1- infiltration well or trench; 2 and 3-
wastewater filtration through ground; 4- treatment in pond; 5- use of wastewater
for watering of fields
- Infiltration well, filtration trench.
Infiltration well is assigned for the small amount of wastewater – till
1.5 m3/d and
filtration trench for more than 1.5 m3/d
of wastewater. They are arranged on sand and sandy loam grounds when
groundwater level (GWL) is always 1 m below of the bottom of filtration well
or wastewater spreading pipe of the infiltration trench. The diameter of
infiltration well is of such size that not more than 150 l/d of wastewater
would be spread over 1 m2
area. The total length of filtration trench is such that not more than 25
l/d of wastewater would infiltrate through one rectilinear meter of the
spreading pipe.
- Sand filters. Sand filters are
installed in trenches with polyethylene film. Such filters are very
effective (when sand layer is 500 mm - 50, and when 700 mm - 70 l/m2
per day); therefore, they occupy small area.
- Sand-reed filters. Sand-reed
filter treats wastewater very well and it occupies a little space. In 1 m2
area of sand-reed filter it is possible to treat 30-50 l of wastewater per
day. Sand and sand-reed filters are arranged when there is a risk to pollute
drinking water, when soils are not suitable for wastewater infiltration
(gravel or heavy clay) and when there is an acceptor of partly treated
wastewater. Silty and clay sand can not be used for these filters.
- Biological pond. Biological
pond is effective and cheap equipment, but wastewater stays open there.
Therefore, hygiene specialists do not suggest to install the biological
ponds in densely populated areas. The wastewater amount of at least 40 days
should fit in the pond. The pond has to be not deeper than 0.7-1 m. Surface
wastewater can also be directed to such pond.
- Effluents storage.
On a farm there is always very highly polluted wastewater: effluent from wet
silage, wastewater formed during feedstuffs preparation, milking and
livestock slaughtering, and also colostrum, whey and buttermilk.
7.3
Sludge from biological treatment facilities may be used for fertilisation of
fields if the sludge meets the requirements of environmental norms.
Norms for sludge use (LAND 20-96)
(Lithuanian). 1997, V.
7.4
Effluents from wet silage, wastewater formed during feedstuffs preparation,
milking and livestock slaughtering, and also colostrum, whey and buttermilk
have to be discharged to urine reservoir, slurry storage or separate reservoir
or it may be used in compost production. Then the wastewater is spread on the
fields with help of mobile spreaders or watering equipment. Single and annual
watering norms are restricted according to the fertilisation value of the
wastewater. It is strictly forbidden to discharge this wastewater to
biological wastewater treatment plant.
Environmental requirements for manure and
sewage handling on livestock-farms (Lithuanian). LAND 33 - 99. V., - 1999.
Under Lithuanian climatic
conditions it is recommended to use the wastewater for watering of perennial
grasses. Other plants can also be watered by the wastewater if special
veterinary-hygiene requirements are satisfied.
7.5
By wastewater treatment plants there should be installed sanitary protective
zones restricting economic activity; besides, minimal sanitary distances to
other objects have to be kept.
Special conditions of forest and land
use. GR 1992 05 12 resolution No. 343. V.
Table 7.1. Minimal sanitary distances to various
objects
|
Wastewater treatment plant
|
Sanitary protective zone
|
Other requirements
|
| Septic tank |
5 m
|
|
| Infiltration well-trench |
8 m
|
to well, river (along groundwater flow):
 | 50 m when wastewater amount is till 1 m3/d
 | 100 m when wastewater amount is 1-5 m3/d
 | 200 m when wastewater amount is 5-50 m3/d |
| |
|
| Various sand-gravel filters |
25 m
|
|
| Biological ponds |
50 m
|
|
| Fields watered by wastewater |
|
to settlements, car roads, railways from 30 to 200 m depending on
wastewater spreading type;
to open water bodies and open drainage filters from 5 to 200 m depending
on wastewater spreading type |
Biotoilets are used for
collection and composting of faeces if sewerage network is absent in a dwelling
house. Faeces are composted in the biotoilet without any water. This enables to
save drinking water and to reduce pollution of household wastewater. Various
biotoilets can contain content of 60-200 uses. Filled closet pot is brought to
compost site or manure storage for further composting. Compost becomes
sanitarily safe after 6 months of composting.
7.2. COMPOSTING OF ORGANIC
WASTES
Prevailing
wind direction has to be taken into consideration when installing compost sites.
It is suggested to fence in the territory by a wire netting. It is not allowed
to compost medical wastes, livestock carcasses, and residues of plants that have
been treated by chemical plant protection measures.
7.6
Wastes should be sorted on a farm. Organic wastes have to be used for compost
production. The proper ratio of composted materials has to be chosen in order
to produce valuable compost.
Soil micro-organisms, earthworms
are involved in transformation of organic wastes into compost. Special ratio of
carbon and nitrogen in the wastes is needed for better microbial decomposition.
The most suitable living conditions for soil micro-organisms is when the ratio
is between 15:1 and 30:1, i.e. 15-30 carbon portions for one nitrogen portion.
The material for compost has to be mixed well.
Table 7.2. Carbon and nitrogen ratio of some of the
organic wastes
|
Ratio of carbon and nitrogen
|
Organic material
|
| High (50-150 : 1) |
Little decomposed peat, tree leaves, sawdust, paper and straws |
| Optimal (15-30 : 1) |
Animal excrement, fresh dung and beet tops |
| Low (1-10 : 1) |
Urine, faeces, animal blood and green matter of leguminous plants |