Shchebnevy quarry

The limited liability company "Kalimanski

granite quarry" is created with the aim of developing Kutyshenko

deposits of crystalline rocks and release "cuboid" gravel

fractions 0-5;5- 10;10-20;20- 40;etc., the flakiness of up to 12% Power

plant 800-1000 ths.t./year special permit (license) from

17.12.2007 No. 4542 validity-20 years. All the necessary

design work.

. Full package of documents ( license until 2027, mining claim ,

Village Council ,District Council, Orders, RGA, OGA, Environmental

map, projects , positive findings of the relevant services

(Gostekhnadzor fire, sanitation center, Ecology, land resources), the contract

land lease, etc.).

The enterprise is ready to start work in 2011-14 years passed

check all control services (rosgeologiya, land ,

Gostekhnadzor, environmental ), changes in the work Program

(Please umovi about aristophane Nadra).

Kutyshenko field crystalline rocks is located on the

3 km on northeast from the village of Cutise Lubarskaja district

Zhytomyr region of Ukraine.

The field covers two areas (West is 7.1 ha and East

22.0 ha) located on both banks of the river Verbka.

Closest to the field localities, except the village Cutime,

are the village Lipno, Fylyntsi etc. distance from which at least 3 km.

The regional center the town of Lyubar is situated at the distance of 17.0 km on the South-

West of the field on the highway Kyiv-Chop. to

which field is 1.2 km, railway station

Pechanivka, through which passes the railway line

Shepetivka-Berdychiv-Koziatyn. located 14 km from the Deposit. On

railway station there is a loading area of 7 hectares with a railway branch with a length of

1200m and production premises with an area of 260 m2.

The Deposit is connected with railway station road, passing not

through the settlements.

Kutyshenko field of granites was first identified and

explored the booth and gravel in 1972 - 73 gg

Licensed site Kutyshenko deposits of granites is

of the two sites, East and West . Total reserves

two sections are 9,666 million m 3 , including: - 2,800 million m 3 at

Western and 6,866 million m 3 in the Eastern, protocols, UTCS No. 3524 from

28.09.73 and No. 4615от 30.12.86,each parcel may be developed

individual quarry, as well as joint.

The finding and approval of the inventory held on both sites on

a depth of 30 meters. The increase in reserves is possible through exploration on

a depth of not less than 100 m.

The Western section was not developed for quarry, mainly

the reason its on reclaimed land. ( At this time

reclaimed lands transferred to emiliaromagna.)

The Eastern section was developed with 1960. in 1990. At this

the moment built the entry and exit of a trench, excavation

is oval, elongated from South-East to North-West. It

dimensions are 400,0х180,0, at a depth of 4,0-20,0 m. the Development

the quarry will be two ledges: one mining and one

raskryvat.

Industrial stocks of the Eastern section (without further exploration

deep ) provide the crushing and screening plant raw material

at 33 years.

The growth of reserves of the Eastern section is possible due

additional studies of lower levels - at least 50 years.

Power breeds ranges:

-the fertile layer of soil from 0.2 up to 1,0 m, and an average of 0.35 m.

-loam from 0.6 to 3.4 m, with an average of 1.52 m.

-Gruss from 1.9 to 22.8 m, averaging 9.5 m.

-weathered crystalline rocks from 0.7 to 14.5 m, averaging 4.0 m

Gruss and weathered granites are associated useful

minerals, and fertile layer of soil and loam as

the extension of the scope of work will be removed and put in separate

dumps.

The area along the upper contour of the field(Eastern section)-

Of 20.2 hectares, land area-27,0 ha, of which 6.8 hectares under

construction of crushed stone plant and the industrial site.

The area of the Western section-of 24.63 ha., of which 7,1 ha

field.

According to the geological report, the water inflow in the quarry on the square

deposits by underground waters and atmospheric precipitations for the period

full exercise of 2,083 m3/day or 86.8 m3/h.

Qualitative characteristics of mineral.

As the minerals Deposit on Kutyshenko

represented by biotite - garnet granites and their migmatite.

As shown by laboratory testing of granites and their migmatite on

its physical and mechanical properties meet the requirements

State standards and can be used in road and

other types of construction.

1. Physical and mechanical properties of granites affected by weathering

characterized by the following indicators:

a), the weight - 2,69-of 2.72 g/cm 3 ;

b) the volume weight of 2.68-2.71 g/cm 3 ;

C), porosity - 0,40-0,80%;

g) water absorption - 0,41-0,78%;

d). ultimate strength in compression - 612 - 904 kg/cm 2 ;

)), weight loss of crushed stone in compression-13,0-21,0%, which meets at Marche

crushing "800-1200";

g) resistance to gravel impact on copra PM - 50-88, which corresponds to the mark "U - 75

h), weight loss gravel while dusting in the bowl is 52 %,that corresponds to the marks"III", and "And-

and), weight loss of gravel after 100 cycles of freezing and thawing - 0,20-

Of 0.90%,that corresponds to the mark"MCE-200"

2. Physico-mechanical properties of fresh granite:

a), the weight - 2,68-of 2.75 g/cm 3 ;

b) the volume weight 2,67-to 2.74 g/cm 3 ;

in), a porosity of 0.04 %;

g). water absorption - 0,23-0,42%;

d). ultimate strength in compression - 760 - 973 kg/cm 2 ;

(e) weight loss of crushed stone in compression-10,0 - 16,0%, that corresponds to the Marche

crushing "800-1200";

g) resistance to gravel impact on copra PM 105 -179 that meets Marche " -

h), weight loss gravel while dusting in the drum 30-36,5%, that corresponds to

brands"AND the SECOND"that "And-sh;

and), weight loss of gravel after 100 cycles of freezing and thawing — 0,10-

Of 0.60%,which meets brand "MCE-100"

Thus, as affected by weathering and fresh granites

suitable for building rubble following brands:

a) grinding - "1200";

b) resistance to impact on copra PM - "U-75";

C) abrasion on the drum - AND-III and IVB

d) hardiness - ,SSE-100 !!

In accordance with the ;Requirements of the assessment of the natural radioactivity

minerals during exploration on

the deposits of construction raw materials, crystalline rocks in deposits

according to the norms of NRB assigned to class 1 and can be used as

raw materials for production of construction gravel and crushed stone without

restrictions.