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The document ceased to be valid since May 4, 2016 according to Item 1 of the Order of the Government of the Republic of Kazakhstan of April 15, 2016 No. 224 

ORDER OF THE GOVERNMENT OF THE REPUBLIC OF KAZAKHSTAN

of March 10, 2015 No. 115

About approval of the Rules determining criteria of reference of dikes to declared, and Rules of development of the declaration of safety of dike

According to subitem 19-1) of article 36 of the Water code of the Republic of Kazakhstan of July 9, 2003 the Government of the Republic of Kazakhstan DECIDES:

1. Approve enclosed:

1) the Rules determining criteria of reference of dikes by declared;

2) Rules of development of the declaration of safety of dike.

2. This resolution becomes effective after ten calendar days after day of its first official publication.

Prime Minister of the Republic of Kazakhstan

K. Masimov

Approved by the Order of the Government of the Republic of Kazakhstan of March 10, 2015 No. 115

The rules determining criteria of reference of dikes by declared

1. The these rules determining criteria of reference of dikes to declared (further - Rules), are developed according to subitem 19-1) of article 36 of the Water code of the Republic of Kazakhstan of July 9, 2003 and extend to the organizations irrespective of patterns of ownership operating the dikes (further - the organizations) which are subject to obligatory declaring in the field of safety of dikes.

2. The basic concepts used in these rules:

dike - the retaining hydraulic engineering construction on waterway for rise in water level and (or) creation of water storage basin;

dike class - the high-quality quantity characteristic regulated by existing rules of designing determining degree of the social and economic importance and responsibility of the hydraulic engineering construction and appointed taking into account effects of its accident and/or breakdown of service;

hydrodynamic accident - the accident on the hydraulic engineering construction connected with distribution with the high speed of water and creating threat of emergence of technogenic emergency situation;

the pressure head front - set of the water retaining constructions perceiving pressure (water pressure).

3. Dikes depending on their height, type of soil of the basis, amount, social and economic responsibility and effects of possible hydrodynamic accidents subdivide into 4 classes:

The I class - dikes of extremely high danger;

The II class - dikes of high danger;

III class - dikes of average danger;

The IV class - dikes of low danger.

4. The main criterion of reference of dikes to declared is their class determined according to appendix to these rules.

5. Dikes of I, II, III classes irrespective of forms of their property are subject to declaring.

6. The dikes of the IV class constituting the increased danger in case of emergency situations according to the conclusion of the project organization are also subject to declaring.

7. The class of dikes is established by the project organization by preparation of the project documentation and can be changed at stages of construction, capital repairs, commissioning, operation, reconstruction, recovery and preservation in the presence of reasonable changes of parameters of dike and (or) conditions of its operation.

8. The class of the main constructions which are part of the pressure head front of dike shall be established on the construction carried to higher class.

9. In case of change of the conditions determining dike class it shall be brought into accord with the changed conditions with obligatory specifying in the declaration.

Appendix

to the Rules determining criteria of reference of dikes by declared

Class of dikes depending on their height and type of soil of the basis

Constructions

Type of soil

Height of constructions, m, in case of their class

I

II

III

IV

1. Dikes from soil materials

And

more than 80

from 50 to 80

from 20 to 50

less than 20

B

more than 65

from 35 to 65

from 15 to 35

less than 15

In

more than 50

from 25 to 50

from 15 to 25

less than 15

2. Dikes concrete, steel concrete

And

more than 100

from 60 to 100

from 25 to 60

less than 25

B

more than 50

from 25 to 50

from 10 to 25

less than 10

In

more than 25

from 20 to 25

from 10 to 20

less than 10

Notes.

Soil: And - rocky;

B - sandy, krupnooblomochny and clay in firm and semisolid condition;

In - clay water-saturated in plastic condition.

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