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Raising the level of the land is the dumping of soil in order to eliminate the problems associated with the unsuccessful location of the allotment. Sometimes they are located in lowlands, in wetlands or in places full of construction debris. In this case, the arrangement begins with measures to raise and level the terrain. We will talk about how to do the job correctly in this article.
In many cases, the need to raise the soil is not always visible the first time. To make a decision, you need to study the following points:
The work on arranging the allotment is usually done first, even before the construction of the house begins. If such a decision is made after many years of operation, the task becomes more complicated, because you have to take into account the location of already built buildings, paths, green spaces, etc. Consider the simplest case of raising a section, when nothing interferes with the process.
Rules for choosing soil for backfilling:
Surveyors will conduct the most qualitative research, but the main characteristics can be determined independently:
The foundation is built like this:
To create a new parcel level, do the following:
In this case, the work is performed in the following sequence:
Lawns are very common in summer cottages, and at first glance it is very easy to create them. In fact, creating a beautiful grassy area is not such an easy task. Before raising the level of the ground on a lawn area, examine the condition of the allotment to determine the possibility of raising it.
With constant flooding, you should make sure that there is no clay under the fertile layer. It will not allow water to escape, even if the groundwater is deep. If a clay layer is found, it must be removed, and covered with sand and black earth from above. If the clay layer is very thick and cannot be removed, create a good drainage system.
If a road passes above the lawn area, it is better to raise the level with sandy soil. To prevent it from being washed away, dig concrete slabs along the perimeter of the lawn to a depth of at least 20 cm, while they should protrude 3-4 cm above the soil.
First, dig a hole 30-40 cm deep, then pour sand in a layer of 10-12 cm. It should be strongly compacted with a vibrating plate. Loose mass contributes to the rapid removal of excess moisture. Pour the previously excavated soil on top, as a result of which the level will rise by at least 5-6 cm. To plant grass, fill the area with special fertile soil into which the seeds are poured.
The total thickness of the layer under the lawn can reach 20 cm. Under the garden beds, the layer must be at least 30 cm.
Distinguish between open and closed drainage. An open system is the simplest option for draining a site. These are ditches up to 0.7 m deep and about 0.6 m wide with a slope in one direction. A layer of crushed stone and sand 10-15 cm thick is poured at the bottom. Water seeps through the walls of the trench and independently flows out in the right direction.
A closed system is more complex to implement. It will require factory-made drainage pipes. The trenches are made with a slope of 7 cm for a length of 1 m. It is recommended to direct the water towards the lowest place or into the pool.
Near buildings, ditches are dug along the perimeter of buildings. In garden plots, they can be placed often, especially if clay soils are present. The depth depends on the composition of the soil. For clays and loams, ditches are dug up to 1 m. In any case, they should be located below the freezing level of the soil characteristic of the area. It is better to dig ditches in the form of a "Christmas tree" - one central trench and several additional ones that connect to it. On the main highway, water is discharged outside the site.
A pillow of rubble and sand is poured at the bottom of the ditch. After installing the pipeline, cover it with geotextile to protect it from dirt getting inside. From above, everything is covered with sand, gravel and fertile soil. Highways are usually decorated to give an aesthetic appearance.
How to raise the level of the site - look at the video:
Now, when suburban construction is developing intensively, the acquisition of land for the construction of a dacha or a cottage is becoming especially relevant. However, it often turns out that with an insufficiently thorough study of the terrain, the owner turns out to have a plot on two levels, which leads to problems both in the construction of structures on it and in the arrangement of the territory. To imagine how to deal with this, consider the most common ways to solve the problem.
Land plots differ greatly in their relief and geological features. Among them are:
If, at first glance, the difference in levels on the site is not too pronounced, many have a desire to save money and start ennobling the territory without the hassle of raising the level of zones located in the lowlands compared to the rest. But there are several cases when experts recommend strongly thinking about this operation:
In practice, there are not so many ways to raise the level of a land plot, but they all have proven themselves quite well. They differ depending on what height it is necessary to raise the territory of the site:
The situation requires special attention when it is necessary to raise the level of the site on which it is planned to make a lawn. In this case, one of three options is usually resorted to:
In order for the improvement of the personal plot to be effective, before raising the level of the plot, it is necessary to perform a number of preparatory work. For this:
When raising the level of the site, we will need:
In order for the different levels of the site to turn into a flat surface with a slight slope (about 3 cm per meter of length) to improve soil drainage, the following operations must be performed:
Further actions depend on the thickness of the layer that needs to be added to raise the level of the area:
All of the above is valid only for small areas. If the area to be leveled occupies several hectares, special equipment is used as follows:
Very good results are obtained by raising the level of the land, if it is accompanied by the arrangement of a drainage system that prevents flooding of the site. To do this, trenches are dug along the perimeter of the territory, the slope of which should not be less than 3-4 cm per meter.
After the acquisition of building land, it often turns out that the terrain and geology of the area are not quite suitable for long-term use and agricultural activities. We will talk about raising and leveling the ground, from marking to protective landscaping.
One of the worst geomorphological conditions is considered to be the rise of the GWL above the depth of soil freezing. In such areas, heaving is especially pronounced, which is why there is a need for complex types of foundations, for example, pile-grillage. Shallow foundations do not work in such conditions, and full-fledged deepening requires support on a layer of soil 2.5-3 meters from the surface, above the foundation remains unstable and may be subject to precipitation due to high soil moisture.
This is not to say that geodetic site planning is a cheap method to get rid of soil problems. However, the usefulness of such a solution can be expressed economically in favor of the developer, if the raising of the soil eliminated the problems with waterproofing, insulation and stabilization of the foundation and the resulting costs. This is usually true: planning allows you to solve the problem of poor geomorphology cheaper, and most importantly, faster, ultimately significantly reducing the shrinkage time of the foundation. This solution is especially shown in the construction of a log house or the installation of prefabricated foundations.
But raising the level on the site does not always solve the problem. With a large slope (more than 5-7%), terracing should be performed, and not raising the soil, and this is a completely different technology. On such slopes, even the involvement of special equipment for pouring bored piles costs less blood, and yet this one is one of the most difficult among the foundations. In the area, there may also simply not be a sufficiently dense layer of soil to support a building of the required mass on it. Raising the site in such an environment will not give anything at all; in any case, you will have to make the foundation floating.
Drainage systems are shown for artificially leveled areas with significant elevation changes, where, as we know, the problem cannot be solved by conventional raising. However, erosion and washout phenomena can be expressed even on small slopes, so minimal backfilling and surface drainage will have to be done.
On both boundaries of the site, located along the slope, it is necessary to dig rain trenches, one of which (lower) receives water from a transverse section arranged along the upper boundary of the site. The bottom of the trenches is covered with rubble, shrubs are planted along the slopes. Periodically, the trenches will have to be cleaned, usually the owner of the site has the one that is higher in level. In depth, the trenches should reach the upper aquiclude and cut it a little - about 20-30 cm. In order to less disturb the terrain, the depth of the trenches can be adjusted with hygroscopic material - the same rubble or construction battle.
If the direction of the slope and the trenches diverge by more than 15º, you should be prepared for increased water flow. The bottom of the upper trench should be paved with bricks, even better - with trays. In such areas, it makes sense to level the ground locally exclusively for buildings. In this case, the plot for the garden is simply protected from erosion by a trench across the slope, along the upper slope of which a willow tree or several birches are planted. It is recommended to fill the bottom of the trench and its upper slope with crushed stone to prevent silting.
There is no point in lining the entire layer of the embankment with black soil, just as there is no point in throwing clay over the fertile layer. The top layer will have to be removed to clean clay, and then returned to its place. If only part of the site is to be leveled, the excess soil is simply discarded onto the adjacent territory. If the site is planned completely, the work is carried out in two stages.
Excavation is carried out in order to eliminate the plastic washable layer between two dense layers, because the probability of the embankment sliding under its own weight is so high. The only exception is when the site is located simply in a lowland without a slope 20-30 cm below the adjacent territory. Here it is reasonable to limit ourselves to increasing the thickness of the fertile layer.
After the tight formation is exposed, a series of geodetic measurements is carried out. Knowing the configuration of the upper aquiclude, it is possible to determine the required volume of soil and start its delivery. At the same time, the volumes of crushed stone for backfilling are calculated and the drainage system is planned.
To create an embankment, hard-plastic clay in a swollen state, loam or sandy loam is used. The ability of the backfill to pass water is determined by geomorphology: if, with an abundance of water, it is impossible to fill a tightly compacted terrace, or the backfill is carried out over a porous layer, the embankment should pass water to a limited extent. Optimally, if the bearing capacity of the clay corresponds to the underlying layer, so do not be too lazy to take samples.
In places where the site plan rises above the adjacent territories by more than 30-40 cm, it is necessary to carry out retaining filling with road gravel of a fraction of 70-90 cm. It is also used in surface drainage. Crushed stone is dumped immediately after excavation of the soil under the formed board. The width of the filling in the lower part must be at least half the height of the crushed stone shaft. On the sides of the site along the slope with crushed stone, you can immediately form the bottom of the drainage trenches.
Supports more than a meter high are covered with geotextile, which is immediately pressed down with a small layer of clay. After that, imported soil is started up and distributed over the site. The easiest laying route is starting from the shaft laid from the vehicle entry point to the opposite point, and then to the dump in both directions.
It is not recommended to pour more than 0.7-0.8 meters of clay embankment at a time. If necessary, raise more should wait for heavy rain or give the embankment time to winter. But with the use of tamping and excavating equipment, more impressive dumps can be quickly poured.
It is optimal if imported clay is consistently unloaded completely at the top level of the dump, and then collides with a bucket into unfilled areas. This is how high-quality compaction occurs, in which the final shrinkage takes place in one or two wetting.
Ramming is used when a high speed of work is required, for example, when the optimal time for embankment is limited seasonally or by weather. With alternate tamping, layers of pure clay can be poured 0.6-1.0 one after the other without prior wetting. We note once again that only swollen clay is suitable for tamping, dry clay will not take on water-resistant properties until swelling and subsequent compaction.
Layers of 30-40 cm can be compacted by rolling, but wheeled vehicles are poorly suited for these purposes. A caterpillar excavator is indispensable if the site is raised to a height of more than a meter, in other cases it is more reasonable to resort to manual transportation and leveling, and entrust the compaction to precipitation.
Note that it is often not necessary to manually level the site. Under the influence of the movement of surface water, a fresh embankment will eventually take on a natural slope. With an abundant flow of water, sometimes it is even necessary to slightly raise the embankment in advance in the lower part of the slope.
If you hurry and bring in black soil before the final compaction of the clay, erosion will quickly have its detrimental effect and the site will greatly lose its fertility. Unfortunately, only plowing the soil in spring and autumn saves from such a phenomenon, and even then only partially.
Chernozem or a fertile layer is better to be poured dry and not rolled, preferably manual distribution and leveling of the soil. The equipment must deliver black soil in the reverse order than the one in which the clay was poured. The area is filled from the edges to the center. At the end of the backfill, it is also filled.
This is the most time-consuming stage of raising the site: in addition to the fact that it is necessary to level the soil not only in one plane, but also with uniform compaction, the upper bulk layer may not be uniform. Usually, before unloading the chernozem, formwork is mounted, the foundation is cast and waterproofed, then sprinkled with rubble. Mounds of surface backwater are also arranged before the formation of a fertile layer.
In addition to backfill and drainage, there are other ways to prevent soil erosion. Of these, the most famous and quite effective is planting plants with a developed root system along the upper and lower boundaries of the planned area, and actively absorbing water in the upper part.
Shrubs are planted along the slopes of drainage trenches to strengthen their walls. Plants from blackberries and rose hips to reeds are suitable here: they do not create much shade and at the same time pump water out of the soil well. From the upper tier, in addition to birch and willow, you can use undersized elderberry and sea buckthorn. On steep slopes, it is recommended to strengthen the embankment with geogrids and an underground drainage network.
But with a small difference in the level of the soil, dumping and protective landscaping will be quite enough.
After the acquisition of building land, it often turns out that the terrain and geology of the area are not quite suitable for long-term use and agricultural activities. We will talk about raising and leveling the ground, from marking to protective landscaping.
One of the worst geomorphological conditions is considered to be the rise of the GWL above the depth of soil freezing. In such areas, heaving is especially pronounced, which is why there is a need for complex types of foundations, for example, pile-grillage. Shallow foundations do not work in such conditions, and full-fledged deepening requires support on a layer of soil 2.5-3 meters from the surface, above the foundation remains unstable and may be subject to precipitation due to high soil moisture.
This is not to say that geodetic site planning is a cheap method to get rid of soil problems. However, the usefulness of such a solution can be expressed economically in favor of the developer, if the raising of the soil eliminated the problems with waterproofing, insulation and stabilization of the foundation and the resulting costs. This is usually true: planning allows you to solve the problem of poor geomorphology cheaper, and most importantly, faster, ultimately significantly reducing the shrinkage time of the foundation. This solution is especially shown in the construction of a log house or the installation of prefabricated foundations.
But raising the level on the site does not always solve the problem. With a large slope (more than 5-7%), terracing should be performed, and not raising the soil, and this is a completely different technology. On such slopes, even the involvement of special equipment for pouring bored piles costs less blood, and yet this one is one of the most difficult among the foundations. In the area, there may also simply not be a sufficiently dense layer of soil to support a building of the required mass on it. Raising the site in such an environment will not give anything at all; in any case, you will have to make the foundation floating.
Drainage systems are shown for artificially leveled areas with significant elevation changes, where, as we know, the problem cannot be solved by conventional raising. However, erosion and washout phenomena can be expressed even on small slopes, so minimal backfilling and surface drainage will have to be done.
On both boundaries of the site, located along the slope, it is necessary to dig rain trenches, one of which (lower) receives water from a transverse section arranged along the upper boundary of the site. The bottom of the trenches is covered with rubble, shrubs are planted along the slopes. Periodically, the trenches will have to be cleaned, usually the owner of the site has the one that is higher in level. In depth, the trenches should reach the upper aquiclude and cut it a little - about 20-30 cm. In order to less disturb the terrain, the depth of the trenches can be adjusted with hygroscopic material - the same rubble or construction battle.
If the direction of the slope and the trenches diverge by more than 15º, you should be prepared for increased water flow. The bottom of the upper trench should be paved with bricks, even better - with trays. In such areas, it makes sense to level the ground locally exclusively for buildings. In this case, the plot for the garden is simply protected from erosion by a trench across the slope, along the upper slope of which a willow tree or several birches are planted. It is recommended to fill the bottom of the trench and its upper slope with crushed stone to prevent silting.
There is no point in lining the entire layer of the embankment with black soil, just as there is no point in throwing clay over the fertile layer. The top layer will have to be removed to clean clay, and then returned to its place. If only part of the site is to be leveled, the excess soil is simply discarded onto the adjacent territory. If the site is planned completely, the work is carried out in two stages.
Excavation is carried out in order to eliminate the plastic washable layer between two dense layers, because the probability of the embankment sliding under its own weight is so high. The only exception is when the site is located simply in a lowland without a slope 20-30 cm below the adjacent territory. Here it is reasonable to limit ourselves to increasing the thickness of the fertile layer.
After the tight formation is exposed, a series of geodetic measurements is carried out. Knowing the configuration of the upper aquiclude, it is possible to determine the required volume of soil and start its delivery. At the same time, the volumes of crushed stone for backfilling are calculated and the drainage system is planned.
To create an embankment, hard-plastic clay in a swollen state, loam or sandy loam is used. The ability of the backfill to pass water is determined by geomorphology: if, with an abundance of water, it is impossible to fill a tightly compacted terrace, or the backfill is carried out over a porous layer, the embankment should pass water to a limited extent. Optimally, if the bearing capacity of the clay corresponds to the underlying layer, so do not be too lazy to take samples.
In places where the site plan rises above the adjacent territories by more than 30-40 cm, it is necessary to carry out retaining filling with road gravel of a fraction of 70-90 cm. It is also used in surface drainage. Crushed stone is dumped immediately after excavation of the soil under the formed board. The width of the filling in the lower part must be at least half the height of the crushed stone shaft. On the sides of the site along the slope with crushed stone, you can immediately form the bottom of the drainage trenches.
Supports more than a meter high are covered with geotextile, which is immediately pressed down with a small layer of clay. After that, imported soil is started up and distributed over the site. The easiest laying route is starting from the shaft laid from the vehicle entry point to the opposite point, and then to the dump in both directions.
It is not recommended to pour more than 0.7-0.8 meters of clay embankment at a time. If necessary, raise more should wait for heavy rain or give the embankment time to winter. But with the use of tamping and excavating equipment, more impressive dumps can be quickly poured.
It is optimal if imported clay is consistently unloaded completely at the top level of the dump, and then collides with a bucket into unfilled areas. This is how high-quality compaction occurs, in which the final shrinkage takes place in one or two wetting.
Ramming is used when a high speed of work is required, for example, when the optimal time for embankment is limited seasonally or by weather. With alternate tamping, layers of pure clay can be poured 0.6-1.0 one after the other without prior wetting. We note once again that only swollen clay is suitable for tamping, dry clay will not take on water-resistant properties until swelling and subsequent compaction.
Layers of 30-40 cm can be compacted by rolling, but wheeled vehicles are poorly suited for these purposes. A caterpillar excavator is indispensable if the site is raised to a height of more than a meter, in other cases it is more reasonable to resort to manual transportation and leveling, and entrust the compaction to precipitation.
Note that it is often not necessary to manually level the site. Under the influence of the movement of surface water, a fresh embankment will eventually take on a natural slope. With an abundant flow of water, sometimes it is even necessary to slightly raise the embankment in advance in the lower part of the slope.
If you hurry and bring in black soil before the final compaction of the clay, erosion will quickly have its detrimental effect and the site will greatly lose its fertility. Unfortunately, only plowing the soil in spring and autumn saves from such a phenomenon, and even then only partially.
Chernozem or a fertile layer is better to be poured dry and not rolled, preferably manual distribution and leveling of the soil. The equipment must deliver black soil in the reverse order than the one in which the clay was poured. The area is filled from the edges to the center. At the end of the backfill, it is also filled.
This is the most time-consuming stage of raising the site: in addition to the fact that it is necessary to level the soil not only in one plane, but also with uniform compaction, the upper bulk layer may not be uniform. Usually, before unloading the chernozem, formwork is mounted, the foundation is cast and waterproofed, then sprinkled with rubble. Mounds of surface backwater are also arranged before the formation of a fertile layer.
In addition to backfill and drainage, there are other ways to prevent soil erosion. Of these, the most famous and quite effective is planting plants with a developed root system along the upper and lower boundaries of the planned area, and actively absorbing water in the upper part.
Shrubs are planted along the slopes of drainage trenches to strengthen their walls. Plants from blackberries and rose hips to reeds are suitable here: they do not create much shade and at the same time pump water out of the soil well. From the upper tier, in addition to birch and willow, you can use undersized elderberry and sea buckthorn. On steep slopes, it is recommended to strengthen the embankment with geogrids and an underground drainage network.
But with a small difference in the level of the soil, dumping and protective landscaping will be quite enough.
In the photo: backfilling the site with sand
During the spring snowmelt or during periods of heavy rains, many suburban areas are subject to flooding. This is expressed in the formation of puddles on the surface of the earth or the loss of soil bearing capacity (the earth is too soft). The need to fill a ditch or raise a plot in the country may also arise due to the constant high level of groundwater, when even in the hot summer months the water mirror in the well is close to the surface. In any case, the abundance of water negatively affects the foundation of buildings, the root system of plants and the appearance of lawn grass.
To eliminate such problems, the ZEMLECHIST company performs raising the site in the country. We offer backfilling of the territory with various types of soil to increase the filtering properties of the soil or to improve the relief in general.
Changing the elevations on the site requires a high-altitude survey with a level and determining the volume of soil filling. It is very difficult to determine the volumes by eye, and even more so by phone, but ZEMLECHIST uses its own method of averaged calculations to determine the preliminary cost. To find out the price for raising your site, just call the phones on the site or leave a request in the form below. You can also calculate the estimate yourself using the prices from the table below.
By moving the slider to the sides, see how the level of the site has changed after adding soil. Click the left and right arrows to see different examples of work.
The choice of materials for raising the site in the country depends on the goals and is carried out after the survey of the territory by an engineer. In most cases, the best solution is to fill a layer of sand, but with a large area and elevation of the site, this can be expensive. Then instead of sand to backfill the site, you can use sand or any other planning soil - sandy loam, loam, clay.
Raising the site to a height of more than 10 cm with fertile soil is not recommended for two reasons. Firstly, the material of a good composition is expensive, it can hit the budget. Secondly, fertile soil is usually quite loose. And for normal growth and fixation of plants, including lawn grass, the root system needs to cling to something. An interlayer 7–10 cm thick is sufficient for nutrition, and a layer of denser soil is desirable under it. For these purposes, sand or loam is just right. Thus, the site can be raised with less expensive material, and covered with a fertile top.
1) The site is swampy, there is a lot of water in the soil all year round.
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This happens when the site is located in a lowland or the groundwater level in this area is close to the surface of the earth. In any case, filling the site will literally rise above the water. The higher the area rises, the drier it will be. In the case of wetlands, it is difficult to predict the required volume of soil, because during backfilling it can sink under its own weight and compact the underlying layers.
2) Plot below the level of the road or neighboring plot.
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In fact, such a site also turns out to be in a lowland, which means that water from the territories located above will flow onto it. Moreover, flooding may not occur constantly, namely in heavy rain or seasonal snowmelt, when the influx of water is significant. By measuring the area of the site and the required average elevation, the volume of soil for backfilling is calculated, and a margin for compaction is added.
3) The site has a strong slope, it is necessary to raise the lower edge to the level of the upper one.
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The problem can be solved by the delivery of planning soil or sand soil in the required volume with its subsequent shrinkage during the year. At the same time, there is an important nuance: how the height difference will be strengthened. This may be a natural slope from the ground, if free space allows or the construction of a retaining wall is required. The decision should be made at the stage of surveying the site and included in the final estimate for backfilling the site.
Before backfilling, all work on the site must be completed. Even before the start, it is desirable to lay the foundation of large objects, taking into account the future level of the soil.
Activities involve the following sequence:
In the photo: a flooded area before backfilling
In the photo: the work of equipment when raising the site
In the photo: the site after backfilling
Professional approach to raising the site
Raising the site in the country requires a professional measurement of heights with a level and the correct calculation of the volume of backfill. In complex cases (for example, multi-level sections), we make calculations in the GeoniCS software package, build a cartogram of the movement of earth masses. It is quite difficult to determine the height of the elevation of the site, and even more so the required volume of soil "by eye". That is why only professionals should be trusted with operations of such complexity.