Sale granite Deposit availability act gornovodnoye

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Business description

OOO "Sokol 1" has a license for subsoil use PTZ TR 03.07.09 from the city for a period up to 2033. (a Deposit of building stone (granite) with the aim of producing crushed stone). The field is located 9-11 km North-West of the city of Segezha, and 7-8 km South-West of the village of Nadvoitsy;

0, 6-1, 3 km East and North-East of the field there is a dirt road connecting the road of Republican significance of Migube-Nadvoitsy. The railway station of Maguba, Nadvoitsy Oktyabrskaya railway. Water loading Segezha shore of Vygozero, Nadvoitsy white sea-Baltic. Channel.

1.The Deposit is prepared for industrial exploitation.

2. Prepared project quarry rock.

3. The project has passed examination of industrial safety, received gornovodnoye act.

4. Agreed the act of choice land.

5. Signed the lease of land for quarry and shipping area.

The mineral reserves are estimated on a total area of 789750 m2 to horizon "100 m" with an average power of the useful 23 column, 8 m in number 18758, 6 thousand m3 in the dense body, including: C1 – 7752, 8 thousand m3; C2 – 11005, 8 thousand m3. The average Stripping ratio in the circuit of the reserves of the category C1 is 0, 097 m3/m3 in the whole field of 0 086 m3/m3, the average thickness of overburden is 1, 7 m. Geological and hydrogeological conditions favorable for the development of the field "Sokol-1" in an open way. Stocks of granites deposits, with a performance 420тыс.m3 of rock mass per year, will provide a working career of 45 years

Financial ratios

Sale
100% share of business
Business price
40 000 000
Monthly net profit
1
Monthly average turnover
1
Monthly average expenses
1

Assets

Quantity of employees
1
Wages fund
One
Premise space
79 Hectares
Rental cost
One
Means of production

CALCULATION OF RESERVES

Reserves of building stone (raw material for the production of crushed stone) on the field of granites "Segezha-1"

The reserve category and unit of calculation of reserves The block area, m2 The average power of the unit, m The volume (V), thousand m3 The Stripping ratio, m3/m3
Stripping useful rock strata Stripping useful rock strata
Reserves of C1 category
Unit 1-C1 440500 1, 7 17, 6 748, 9 7752, 8 0, 097
Reserves of C2 category
Unit 2-C2 440500 10, 0 4405, 0
Unit 3-C2 349250 2, 5 18, 9 873, 1 6600, 8 0, 132
Total reserves as at 01.06.2009., including: 789750 23, 8 1622, 0 18758, 6 0, 086
— inventory cat. C1 748, 9 7752, 8
— inventory cat. S2 873, 1 11005, 8

In the future, if necessary, this may increase stocks within the area of the field through additional exploration of deeper horizons.

Shipment of finished products is possible at railway stations "Nadvoitsy" in the cul de SAC of JSC "Russian Railways", which allows to ship in the present condition of 30-50 cars per day, finished goods warehouse may be placed near the dead end on the lands of settlements (photo 2)

An alternative shipment of finished products is possible at the railway station "Kiev" on one of the receiving-departure tracks. Finished goods warehouse is proposed to place here in the lands of the easement railroad (Photo 3)

Intangible assets

Physical and mechanical properties of source rocks

field "Sokol-1"

Physical and mechanical properties of source rocks of the deposits was studied using 2 samples. The results of determination of physical-mechanical properties of source rocks are shown in table

no Indicators Values
1. The tensile strength in the dry state, MPa 82-197 110
2. Tensile strength in water-saturated condition, MPa 48-113 70
3. The reduction of compressive strength in water-saturated condition, % 36-37
4. Average density, kg/m3 2, 64-2, 74 2, 69
5. True density, kg/m3 2, 69-2, 76 2, 73
6. Porosity, % 1, 09-1, 85 1, 47
7. Water absorption, % 0, 16-0, 28 0, 23
8. Abrasion, a R East. g/cm2 0, 19-0, 24 0, 21
mm 0, 70-0, 91 0, 80

The quality of crushed rock

Study of physical-mechanical tests of crushed stone was carried out on samples taken from indigenous outputs (outcrops) of the rocks. To determine the quality of the gravel and its conformity with the standards of the granites of the field are selected and analyzed 5 samples: 2 samples at full and 3 samples on short cycles of physical and mechanical tests. Tests were performed after fractionation of the crushed stone, fractions 5-10, 10-20, 20-40 mm apart.

Below is a brief description of the main indicators of rubble.

F R a K t o n n s th o s t a in o f b n I. The rubble from plagiogranites of the field is represented mainly by fractions of 10-20 mm (average of 32, 54%) and fraction 20-40 mm (average of 37, 79%). The average output of crushed stone fractions 5-10 mm, 10-20 mm, 20-40 mm and 40 mm were 91%, 87%.

S R e d n I I p l about t n about with t ü of plagiogranites in the rubble was 2, 69 t/m3 with variations from 2, 67 t/m3 in the fraction 5-10 mm, up to 2, 69 t/m3 at a fraction of 10-20 mm and 20-40 mm, 2, 72 t/m3 in the fraction 40 mm.

S t I n n I p l about t n about with t of plagiogranites in the gravel ranges from 2, 74 to 2, 77 t/m3, averaging 2, 76 t/ m3.

N and s with p n and I p l about t n about with t ü. The average bulk density varies from 1280 kg/m3 in the fraction 5-10 mm to 1316 kg/m3 in the fraction 40 mm.

D R o b I m o s t s. The rubble from plagiogranites of the field is characterized by the values of the brand for divisibility from "1000" to "1400"". The loss of mass upon compression in the cylinder in a saturated condition is an average of the field: fraction 5-10 mm – 14, 88% with fluctuations from 11, 00% 18, 67%, which corresponds to the grade of crushed stone for divisibility "1200"; fraction 10-20 mm – 15, 26% with fluctuations of 13, 65% to 16, 87%, which corresponds to the grade of crushed stone for divisibility "1000"- "1200"; fraction 20-40 mm – 16, 58% with fluctuations between 16 and 45% to 16, 70%, which corresponds to the grade of crushed stone for divisibility "1000".

And s t I R a e m o s t s. Tests shelf drum of crushed stone to determine the brand of abrasion, carried out for fractions 5-10, 10-20 and 20-40 mm, it was found that the rubble from plagiogranites of the field as a whole has an average degree of resistance to abrasion in all fractions — the loss in weight is from 20, 20% (grade "And 1") to 35, 00% (grade "And 2"). The average for the Deposit of rubble from the plagiogranites are characterized by the brand of abrasion "And 2".

L e u a d n o t s. The content in the crushed grains of lamellar (flake) and hlavaty form averages for the fraction 5-10 mm – 16, 53% (with variations from 11, 0% to 27, 66%), 10-20 mm – 8, 90% (with variations from 4, 0% 17, 0%), 20-40 mm – 5, 87% (with fluctuations from 0, 0% 9, 00%). Thus, the content of grains of lamellar (flake) and hlavaty form the rubble from plagiogranites depending on the size of the fraction refers to the I-group III in accordance with GOST 8267-93 "Crushed stone and graces from dense rocks for construction works. TU" (with amendments and additions dated 24.04.2002).

In o n o p o l o g u e n e Gravel from plagiogranites of the Deposit is characterized by low average values of water absorption is 0, 21% 0, 95% with a decreasing trend in its size from the smaller fractions to larger.

with about d e R W a n I e p s l e V I d n s x I g l n s t s x h a s t I C. In accordance with the requirements of GOST 8267-93 and GOST 22856-89 in the crushed stone from igneous and metamorphic rocks the content of dust, silt and clay particles should not exceed 1, 0%. The contents of clay, silt and silty fraction stable in the rubble from plagiogranites increases from 0, 06% in the fraction 20-40 mm to 0, 23% in fraction 5-10 mm.

M o o R s s t a y K o s t s. Frost resistance of crushed granite were determined for fractions 5-10, 10-20 and 20-40 mm, the mass loss of the sample when immersed in a saturated sulfate solution (sulfate) sodium and subsequent drying. The gravel of the highest quality category must have a mark on frost resistance F is not below 25. Mark on frost resistance for fractions of 10-20 mm, 20-40 mm is F50, for the fraction 5-10 mm — F 25. From which it follows that for frost crushed stone from plagiogranites of the field meet the requirements of GOST 8267-93.

O p R o t I V a l e n e u d a R u n a K o p R e P M. the impact value on Koper PM of crushed granite varies from 338 to 584 and averages 461.

We s t o th h in o s t s s t R u C t u R s o f b n I p R o t and R a s p a d V. mass Loss in the decay of the rubble from plagiogranites of the Deposit varies from 1, 26-3, 22% and average deposits amounted to 2, 44%.

U d e l I n a e l e K t R I h e s K I n p o in about d I m o s t s. The value of specific electric conductivity, the average component of 0, 036 Cm/m (with fluctuations from 0, 0185 0, 054 Cm/m), gravel from plagiogranites of the field meets the requirements ГОСТ7392-85 "Crushed natural stone for ballast layer of railway track" and has the necessary electrical insulating properties, allowing its use in the construction of the ballast layer of railway track.

Radiation-hygienic characteristics

To determine radiation safety of the rocks of the field in the process of exploration performed radiometric measurements and laboratory determination of gamma-spectrometric method total specific activity of natural radionuclides.

Radiometric observations made during the field work using a radiometer SRP 68-01, have low gamma-activity of rocks, which is:

— Quaternary sediments from 8 to 11 µr/hour;

— the granites – 17 to 20 Mr/HR.

Laboratory determination of effective specific activity of natural radionuclides (radium-226, thorium-232 and potassium-40) is performed for 5 samples by gamma-spectrometry in a certified gamma-spectrometer with scintillation detector БДЭГ2СП-1 No. 2-286 and software "SPECTRUM-1C". Measurement and calculation of analytical parameters is made in accordance with GOST 30108-94.

The results determine the value of Aeff is given in the table below:

The name of the breed Specific activity , Bq/kg (Aeff), BK/kg
RA-226 Th-232 K-40
Plagiogranite 8-22 14 24-36 29 379-581 520 81-94 89

In accordance with these studies, useful for the breed column of the site are characterized by consistently low values of the effective specific activity ranging from 81 to 94 Bq/kg and averaging 89 Bq/kg.

In accordance with GOST 30108-94 for the result of the determination of the value of specific effective activity ERN for the Deposit (batch) is defined as the maximum value of Aeff obtained by measurement of samples. With this in mind, Aeff for plagiogranites field "Krasnodar-1" is 94 Bq/kg, which can be attributed to construction materials class 1 with the ability to use them in all types of construction without restriction.

Finally, the quality of the products

1. Mineral deposits are represented by a single petrographic variety of the rocks and is one of the technological type.

2. Radiation-hygienic evaluation of the plagiogranites of the field "Sokol-1" belong to the I class and can be used in all types of construction without restriction.

3. According to the physical-mechanical characteristics of crushed rocks field "Sokol-1" corresponds to requirements of GOST 8267-93 "Rubble and gravel from dense rocks for construction works. TU" and GOST 25607-94 "mixtures of rubble-gravel-sand for coatings and bases of highways and airfields. TU".

4. Sand from eliminations of crushing of granites, most of the indicators meet the requirements of GOST 8736-93 "Sand for construction works. Technical conditions" and can be used for construction works after the pre-enrichment (separation of the fraction less than 0, 16 mm).

Additional information

Business age
8 years
Entity type

The limited liability company

Translated by "Yandex.Translator"
Project No. 39082
Created on: 27.07.2018

Sale: 100% share of business


Business price: 40 000 000


Monthly profit: 1

Monthly average turnover: 1

Monthly average expenses: 1


517 reviews

Contact details of entrepreneur

Romanenko Sergey

Russia, Karelia Republic, Segezha
Mining industry