428/2001 Coll.
DECREE
Ministry of Agriculture
Dated 16 November 2001
Implementing Act no. 274/2001 Coll., On Water Supply and Sewerage
for public use and amending some laws (Act on Water Supply and Sewerage
)
Change: 146/2004 Coll.
Change: 146/2004 Coll. (Part)
Change: 515/2006 Coll.
Change: 120/2011 Coll.
Change: 120/2011 Coll. (Part)
Change: 48/2014 Coll.
Change: 48/2014 Coll. (Part)
Change: 48/2014 Coll. (Part)
Ministry of Agriculture, pursuant to § 40 of Act no. 274/2001 Coll., On
water supply and sewerage systems for public use and amending some
Acts (Water and Sewage) (hereinafter the "Act") :
PART ONE
DEFINITIONS
§ 1
For the purposes of this Decree
A) the water a number of areas, including water pipelines and construction of buildings
technology designed to perform a specific function in the system
water transfer
B) by the Office of the feeding water lines for water transport between major
tap objects (for example, water treatment plants, pumping stations, reservoirs);
Special type of conveying a range of supply lines to transport water from the reservoir to the distribution
water supply network
C) water distribution networks, water mains system designed for
supplying water to the sites of its collection; part of the distribution network
water are the main lines and distribution lines,
D) the construction of water treatment equipment and a set of objects with
technologies for water treatment (water treatment plant); for the construction of water treatment for the purposes
selected data ownership or operational records also considered building a
water collection, with optional equipment on the health security of water without
water treatment technologies
E) of the sewer pipe or other structure to drain
or surface water resulting from runoff rainwater (hereinafter
"rainwater")
F) Influx sewer sewer for wastewater
or rainwater drains into the main building,
G) sewer system network of sewers and related objects
draining sewage or rainwater directly into the sewers
sewage treatment plant or other facility at their disposal
including discharges of untreated wastewater into receiving waters
H) waste water treatment facilities and equipment used for treating wastewater
mechanical, biological, or other degree
cleaning; for wastewater facilities are not used for coarse pre
sewage, septic tanks, cesspools and simple devices with mechanical
functions, which are regularly monitored and operated,
I) assumed water for water supply drinking water taken
operator of a water supply from another operator tap
J) of water a cover for sewers wastewater collected
operator of a sewer drains from another operator,
K) water passed by water mains drinking water supplied by one operator to another operator
tap water supply, with the exception of water before editing
or before hygienic security
L) of water passed in sewers waste water supplied by one operator to another operator
sewer drains,
M) a representative of the responsible person referred to in the authorization
regional authority to operate the water supply and sewerage (§ 6)
N) reference method of measurement or determination principle
procedure for determination of the parameters of raw surface water.
PART TWO
SCOPE AND METHOD OF TREATMENT AND CONTINUOUS UPDATES development plan of water supply and sewerage
(K § 4 para. 9 of the Act)
§ 2
Canceled
§ 3
(1) Development Plan of Water Supply and Sewerage Systems (hereinafter referred to as "development plan")
is processed in this range:
A) assess the current status of drinking water supply system,
sewerage and wastewater municipalities or parts of municipalities ^ 1) in the territory
region or part thereof, which is determined in relation to the systems of water supply
, sewerage and wastewater treatment,
B) balance the needs of drinking water, sewerage and wastewater treatment in
breakdown on all the municipalities or parts of the region,
C) the definition of surface and groundwater planned for
arrangements for drinking water,
D) plan the technically and economically optimal expansion and recovery systems
Drinking water supply, sewerage and wastewater treatment
municipalities or their parts in the given territorial unit,
E) a plan for drinking water supply in case of an emergency situation under §
21 of the Act,
F) the economic part of the calculation of the costs of implementing the plans referred to under
letters d) and e)
G) a schedule for implementation of the plans listed under letters d) and e)
expressing the urgency of a solution.
(2) Development Plan of Water Supply and Sewerage Systems will be updated in the Google
current state and in the proposal to amend the development solutions in this range
:
A) at the suggestion of the village updates that part of the development plan, which she and her
administrative parts touches to the extent required under paragraph 1
B) proposals involving water supply and sewerage systems common to
several municipalities in the Region updates the part of the development plan, which
affects them to the extent specified in paragraph 1
§ 4
(1) Development Plan and its continuous updating
is processed in electronic form in connection with the geographic information system.
(2) Regional Office forwarded to the Ministry of Agriculture (hereinafter
"Ministry") pursuant to § 4 para. 8 of the Act update the development plan in this range
:
A) a list of the Regional Assembly approved updates
development plan including numbers and dates of the relevant resolutions of the regional assembly
B) an updated description of water supply and sewerage
individual municipalities or parts thereof included in the approved updates to the fullest extent
original or previous descriptions;
editing formats and updated descriptions are listed in the Annex. 21
C) each updated description of water supply and sewerage
municipalities or parts thereof, which was supplemented by the current state
supply of drinking water, sewage disposal and treatment without their
hearing pursuant to § 4 para . 5 of the Act, a full range of original, or
previous descriptions; modifications and updated descriptions
formats are listed in the Annex. 21
D) the tabular section of the updated descriptions referred to in subparagraphs b) and c
) containing demographic, balance, technical and economic data;
MDB file format can be created in the electronic application provided by the Ministry
processing development plan;
file structure is given in Annex no. 21
E) a map of the development plan containing the updated drawings of the systems
water and sewerage systems in relation to geographic information system
including all background maps in formats where it has already been
part of the development plan elaborated upon acquisition ;
updated mapping of the development plan for the region will be forwarded to the Ministry under § 4
paragraph. 8 of the Act or be sent to the Ministry of Communication, which is the regional authority
this part of the development plan is published and made available.
(3) Municipalities forwarded to the regional office under § 4 para. 4 of the Act in electronic form
proposal to update the development plan in the same
formats and content, as stated in the provisions of paragraph 2.
B), c), d) and e).
PART THREE
EVIDENCE water supply and sewerage
(K § 5 para. 6 of the Act)
SECTION ONE
COMMON PROVISIONS
§ 5
Property Registry water supply and sewerage (hereinafter "the property
records") and operational records of water supply and sewerage (hereinafter
"operational records") does not apply to water and sewerage systems listed in §
1 . 4 of the Act.
SECTION TWO
PROPERTY RECORDS
§ 6
(1) The content of the transmitted data of selected asset records listed in Annexes
Nos. 1 to 4 and the structure of the database file is listed in Appendix
22.
(2) Selected data from property records show the owner of the water supply or sewerage separately for
:
A) feeding lines and distribution water mains supplying at least part of the village
^ 1) and up to the whole community, or several neighboring municipalities, if
between built-up areas or built-up area of the municipality is greater than the distance
200 m,
B) construction of a water treatment
C) Influx sewer and sewer network used by at least in the area ^ 1)
D) wastewater treatment plant.
(3) The owner of the water supply or sewage system transmits selected data from property records
the water authority pursuant to § 27 of the Act, in whose territorial
covered with water supply or sewerage located; if the water supply or
Sewer extends the territorial scope of several water authorities
transmit the selected data from the records of the property to the water
authority in whose territorial jurisdiction the place
highest annual consumption of drinking water or from whose territorial scope is
dissipated maximum amount of waste water.
(4) File selected data ownership records of the region passes
Ministry in electronic form to the regional authorities by the end of July for
previous calendar year.
SECTION THREE
Operating records
§ 7
(1) The content of transmitted data of selected operating records is listed in Annexes
no. 5-8 and the structure of the database file is listed in Appendix
.
22
(2) Selected data from operational records show the owner of the water supply or sewerage separately for
:
A) water distribution network supplying at least part of the village ^ 1) and a maximum
several communities where water quality may be supplied by the network
be considered approximately the same,
B) construction of a water treatment
C) sewerage network discharging waste water and precipitation at least in part
village, ^ 1)
D) wastewater treatment plant.
(3) The owner of the water supply or sewage system transmits selected data from operational
evidence the water authority pursuant to § 27 of the Act, in whose territorial
covered with water supply or sewerage located; if the water supply or sewerage
extend the territorial scope of several water authorities
transmit the selected data from the operating records of the water authority,
in whose territorial jurisdiction the place
highest annual consumption of drinking water, or from the territorial competence is transferred
highest amount of wastewater.
(4) In the event that more water supply or sewerage form a functional unit, in
which can be considered water quality for approximately the same, with one
operator owned by several persons, transmit the selected data from || | operating records to the water authority for this function in whole or in part
. Selected data from operational records forwards owner
functional whole or in part with the highest annual consumption of drinking water or
highest amount of discharged wastewater.
(5) Records of surface and groundwater used for
preparation of drinking water supplied by aqueducts with lead by their name
name and the code number of the cadastral area and the identification number of sampling
^ 2) if assigned.
(6) Records of surface and groundwater used for
drinking water treatment include data on:
A) the maximum monthly water consumption and the amount of water taken per year
B) permits the use of surface water or groundwater; 4)
C) category of quality of water taken from surface water or groundwater resources
for treatment as drinking water according to § 13
Act.
(7) File selected data operation records in the province
transmitted electronically to the regional authorities in the Ministry
end of July for the preceding calendar year.
§ 8
Plan water quality control during the production of drinking water
(1) water quality control plan during the production of drinking water (hereinafter
"water quality control plan ') includes the following:
A) sampling points in control profiles technological lines
water treatment and during its transport to the final consumer
B) the extent of the analyzes performed by the monitored quality indicators in
control profiles technological lines of water treatment and during its transport
final consumer
C) the frequency analysis of individual control profiles technological
lines of water treatment and during its transport to the final consumer
D) procedures for sampling, sample preparation and treatment methods of analysis,
E) the method of processing the results of water quality inspections and their evidence.
(2) Technical indicators for water quality control plan are set out in Annex
# 9.
(3) When sampling water, including their preservation and handling
them to proceed in accordance with standard values. ^ 5)
(4) samples for water quality control during the production of drinking water
must be taken so that they are representative of the quality
throughout the year in the sampling site.
(5) for the analysis of drinking water produced at the output of the construction
for water treatment is governed by special legislation 5a).
§ 9
Control Plan pollution levels of wastewater and sludge
(1) The control plan the level of pollution of wastewater includes the following:
A) sampling points in control profiles technological lines
wastewater treatment plant outfalls and waste waters,
B) the extent of the analyzes performed by the monitored quality indicators in
control profiles technological wastewater treatment plant outfalls and
waste waters,
C) the frequency analysis of individual control profiles technological
wastewater treatment plant outfalls and waste waters,
D) procedures for sampling, sample preparation and methods of analyzes of samples of water and sediments
E) method of processing the results of inspections pollution levels of wastewater and
their records.
(2) Technical indicators to measure pollution control plan for wastewater
are listed in the Annex. 10.
(3) For sampling wastewater and sludge treatment, including their preservation and handling
, proceed according to standard values. ^ 7)
(4) Indicators reflecting the degree of pollution of wastewater are determined procedure
corresponding methods contained in the normative values when the
use for the purposes of this Decree considers that the result is within the bounds of what
determination, precision and accuracy demonstrated. When using other methods
it must be shown that the method is as reliable
example referee analytical method under a special legal regulation
. ^ 7)
(5) Control Plan pollution levels of wastewater must be in accordance with the approved
Sewerage System (§ 14 par. 3 of the Act).
§ 10
Drawings of tap water or sewer
(1) Drawings of tap water or drains under § 5 para. 2
Act (hereinafter the "drawings") is a simplified documentation
actual implementation of water supply or sewerage, or their
individual parts destined for needs service, maintenance, repair and operating order processing
water supply or sewerage
under a special law. ^ 8)
(2) The drawings must include:
A) information about the purpose and place of construction of water supply and sewerage (hereinafter
"building"), business name or the name and location (address)
owner of the building, the land plot numbers according to an extract from the cadastre
indicating the ownership or other rights over the property and information about
decisions about building, and if the decision is not preserved, at least
probable year of completion of construction,
B) technical description of the building and its equipment
C) situational drawing and simplified drawings of actual construction in
scope and details of the corresponding type and purpose of the building,
D) technical parameters (object dimensions, pipe diameter, pressure
ratios materials, including wear and leaks, lengths, slopes, elevation
bottom branches, hatches, stationing shafts, taps, description || | etc.)
E) the type of material distribution and type of coating or lining the inner walls
pipes, water tanks and sewage tanks.
(3) Location water mains or sewers plots in the layout plan
scale of 1: 1000, 1: 500 or 1: 2880
They include topographic data needed to demarcate shafts, valves, break points , etc.
branches. in reference coordinates or dimensions. For newly constructed or reconstructed
water supply and sanitation with drawings
processes according to project documentation prepared on the basis of the focus
actual construction.
(4) The drawings referred to in paragraph 1 may be processed in
digital form and is continuously adjusted according to the findings from
running tap water or sewage system.
§ 11
Logbook
(1) The logbook is recorded daily operational records
water mains or sewers or their parts, data on the activities of operators, including
events that may affect the operation of water supply and sewerage
. In a logbook to record also the records of people
performing traffic control and sampling of water and waste.
In operation, where there are no daily operation, records performed at each
control or operational intervention.
(2) Where appropriate, operating diary divided into partial operation
diaries.
(3) The operating records pursuant to paragraph 1 may be replaced by continuous outputs
computer automated control system.
PART FOUR
Prescribed form of application for permit for operation of water
OR SEWER and related fields to water services
(K § 6. 12 and 13 of the Act)
§ 12
(1) The content of the application form is given in Annex 11.
(2) Information Regional Authority pursuant to § 6. 10 passes
ministry in one of these electronic forms:
A) the output format of the application for registration, the format and structure
are listed in Annex no. 23, or the output from an application
posted on the Ministry's website, or
B) by submitting the application form, accompanied by particulars of the decision
regional office in the format pursuant to paragraph 1
§ 12a
Heading left
(1) In a related field to field training content focused on water mains and sewer
is considered such a course of secondary education with a graduation exam or
field of higher education, who is teaching content
focused on at least four of the following activities:
A) knowledge of legislation in the field of water and sanitation,
B) knowledge of the processes associated with water intake, water treatment for drinking
including safe and secure transport of water
C) knowledge of the processes associated with wastewater treatment, sludge
management and collection of wastewater collecting systems
D) knowledge of legislation relating to the formation of prices for water and sewage charges for
prices,
E) the ability to evaluate the data analysis of water, definition of possible defects in
treatment processes,
F) ability to analyze shortcomings distribution system and water losses in
pipeline network,
G) the ability to evaluate the data analysis of wastewater, definition
fundamental shortcomings in the sewer system and wastewater treatment plant
H) ability to carry out analyzes of operating efficiency and making
prices for water and sewerage prices for,
I) assessing the ability of development objectives in terms of the economy and the impact on
operating costs in the field of water supply and sewerage.
(2) In a related field to field training content focused on water mains and sewer
is also considered a secondary education with a graduation exam
complemented education accredited by the Ministry of Education, Youth and Sports
ending with a special composition tests
content focused on at least four of the activities under paragraph 1.
PART FIVE
PLAN FUNDING rehabilitation of water supply and sanitation, RULES FOR ITS PROCESSING
(K § 8. 1 and 11 of the Act). "
§ 13
Contents of the plan funding rehabilitation of water supply and sewerage infrastructure assets
defining the data by selected property
records with the replacement cost evaluation of the state property
expressed in% of wear, calculating the theoretical financial accumulation period || | means the annual funding requirement and its protection and utilization of documents
generated funds, including invoices or
copies. Processing is carried out in accordance with Annex. 18. Each performed
update is part of the original financing plan
rehabilitation of water supply and sewerage.
§ 13a
Canceled PART SIX
The method of calculating the recoupment of losses due to unauthorized consumption
WATER OR UNAUTHORIZED DISCHARGE OF SEWAGE
(K § 10 paragraph. 3 of the Act)
§ 14
(1) The owner of the water supply or sewerage, or operator if
so provides contract concluded under § 8 par. 2 of the Act when calculating
recoupment for illegal consumption of tap water (§ 10 paragraph. 1 || | Act) or for unauthorized discharge of wastewater into the sewage system (§
10 par. 2 Act), review the conditions of water supply and wastewater discharge
customers. If they have not changed the conditions of collection, based
owner of the water supply or sewerage, or the operator of the collection
measured in the comparable period. If you can not use the previous measurements
based on indicative figures are annual water needs according to Annex 12.
(2) If you can not proceed in accordance with paragraph 1, second and third sentences, makes
operator specialized calculation in accordance with § 27 and 29. In cases where the
proves consumption or discharge not related to the type and capacity
operations carried out in connected properties (eg. in time definable
unannounced accidents connections or internal water mains or internal sewerage
), calculates the amount of water in relation to the technical possibilities
Supplied water leakage or technical possibilities of draining water.
(3) compensation for the amount paid rainwater down
owner of the water supply or sewerage, or operator
calculating the amount under § 31 para. 1
(4) compensation for discharging wastewater customers in conflict with
Sewerage System provides the owner of the water supply or sewerage, or
operator demonstrated additional costs caused by
A) exceeding the maximum permitted levels of pollution discharged wastewater
set in order and sewerage
B) due to direct effects on the sewer and wastewater treatment
.
PART SEVEN
TECHNICAL REQUIREMENTS FOR CONSTRUCTION OF WATER
(K § 11 para. 2 of the Act)
§ 15
(1) Distribution network of water pipes and mains storage is proposed to
maximum hourly water demand. Pipe other water mains are
proposes a maximum daily water needs.
(2) Water distribution piping is designed according to standard values. ^ 10)
(3) Water distribution piping is not interconnected with the piping hot
and running water, and even a water pipe from a source of water that
could threaten water quality and operation of the water system.
(4) Maximum overpressure in the lowest areas of water supply network for each band
pressure must not exceed 0.6 MPa.
In justified cases may increase to 0.7 MPa.
(5) In the area into two floors hydrodynamic overpressure
grid must be the point of connection water connection
least 0.15 MPa. When buildings over two floors least 0.25 MPa.
(6) Water piping must be protected against external and internal corrosion
regard to the properties of the pipe material, the quality of the transported water and
environment in which the pipeline will be stored.
(7) Water pipe into a bore of 200 mm is proposed in
gradient of at least 3 per mille, of internal diameter 250 mm
inner diameter of 500 mm at a gradient of at least 1 per mille and conduit internal diameter
600 mm and greater inclination least 0.5 per mille.
(8) meter shafts must be protected against the ingress of contaminants
groundwater and surface water and must be vented and accessible.
(9) wells for water pipes must be made so that the valves
placed them were sufficiently protected against frost.
(10) Waterproof water pipes is demonstrated by a pressure test
according to standard values. ^ 11)
(11) Waterproof water tank tightness testing to prove
according to standard values. ^ 12)
(12) Requirements for materials, chemicals and products used
coming into direct contact with drinking water are set
special regulation. ^ 13)
(13) Construction of water treatment is designed according to the technical requirements
based on indicators of quality of raw water line and its categories
with the type of water treatment in accordance with Annex No. 13. When designing and constructing buildings for
water treatment is progressing according
technical standards governing the area of water supply.
PART EIGHT
SECTION ONE
REQUIREMENTS FOR SEWAGE INCLUDING REQUIREMENTS FOR DOCUMENTATION
DESIGN, CONSTRUCTION AND OPERATION OF SEWAGE WATER
(K § 12 para. 1 of the Act)
§ 16
For the purposes of this part
A) municipal waste water sewage (domestic)
waste water or a mixture of these plants and industrial wastewater and rainwater or
(hereinafter referred to as "waste water")
B) sewage wastewater wastewater from residential buildings and buildings,
in which the services are provided, which originates predominantly
human metabolism and domestic activities,
C) agglomeration area, where the population or economic activity
concentrated so that urban waste water is collected and
discharged into municipal sewage treatment plant or to a place
discharge
D) collection system sewer system collects and conducts
waste water
E) population equivalent (one resident equivalent) degree
pollution expressed biodegradable organic load with
five-day biochemical oxygen oxygen 60 g / day
F) primary treatment of wastewater treatment in the first stage
physical or chemical process involving sedimentation of suspended solids
Or other processes in which the organic biodegradable
load with a five-day biochemical oxygen entering water
decreases before discharging at least 20% and the content of suspended substances
entering water is reduced by at least 50%,
G), secondary treatment waste water treatment in the second step
procedures involving biological processes such as activation, cleaning
biological filters or other equivalent processes
H) another treatment stage additional methods of wastewater treatment
enabling a higher level of cleaning, which can not be achieved
primary and secondary treatment,
I) appropriate treatment of wastewater treatment by any process or
disposal system that ensures environmental protection
J) slurry mixture of water and solids separated by natural or artificial
processes of wastewater; Sludge is also residual sludge from sewage
sewage, both treated and untreated,
K) receiving body of water each body of water into which open out
water or wastewater.
§ 17
(1) A proposal for the construction or reconstruction of the wastewater treatment plant (hereinafter
"Proposal"), based on a survey of current and prospective state of
agglomerations from which to pour waste water collection system to the wastewater
wastewater.
(2) The proposal shall be processed as documents valid on the date in which the
be a wastewater treatment plant fully utilized.
(3) During the drafting of individual technological objects
sewage treatment plants and cleaning method is based mainly
A) meet the requirements of the quality of treated wastewater in accordance with
special legal regulations 14) and the requirements of the water authority,
B) the requirements of the water authority to influence the receiving water
discharge of treated wastewater,
C) a comprehensive solution collection system in relation to the object
wastewater treatment plant
D) of standard values. ^ 15)
(4) The proposal must not be detrimental to public health ^ 16), in particular as regards
reduce noise, vibration and prevent the transmission of infection.
(5) When deciding between several alternatives proposed solution must be based on
optimal investment and operational costs in relation to the required
quality of treated wastewater.
(6) If the construction of the collection system suitable because it would not bring
environmental benefit or would be uneconomical, use the appropriate cleaning
reaching the same level of environmental protection.
(7) The design
A) determining the method of mining, disposal and use or disposal of all captured
waste products when cleaning
wastewater (screenings, sludge, etc.)
B) the method of disposal of wastewaters generated in sewage handling
wastewater back into the sewage process (eg. Sludge water).
§ 18
(1) bezdeštných amount of wastewater flowing into wastewater
wastewater is determined primarily by direct measurement taking into account future developments
water consumption or by standard values. ^ 15)
(2) For the sewer network as a single system to the maximum inflow into
wastewater treatment uses volumes of dilute sewage flowing into
wastewater treatment plant after unloading the last
relief chamber before the wastewater treatment plant.
(3) inflow of waste water entering the rain to parts
biological wastewater treatment plant is proposed so as not greater than the value of 1.2
Qh for plants up to 5000 equivalent inhabitants than the value Qd 2 - QB u
wastewater treatment for more than 5,000 population equivalent, if not differently
proposed biological part, including a sedimentation tank.
If the maximum inflow can cause an overload of mechanical objects
cleaning (screens, sand trap, settling tank), suggests to capture
inflow waves in rain buffer tank.
(4) Contamination of the wastewater flowing into wastewater treatment plant with
determined based on a survey with a well-defined methodology of sampling
samples, results of chemical analyzes of wastewater and
based on additional data (particularly the number of connected people , character and capacity
industrial production).
(5) Average dry weather daily flow Q24 is a baseline to determine
Average values of feed contamination in wastewater, according
which suggested technological objects wastewater treatment plants, in which
design parameters include data relative to day, sludge age,
sludge production, sand production, production biogas, etc.
(6) Daily inflow Qv is the default value for the design of technological objects
wastewater treatment plants, in which design parameters are:
hydraulic load, residence time, contact time, etc.
recirculation ratio.
(7) technological objects wastewater treatment according to their function
must be assessed at a maximum hydraulic load and fabric.
(8) In ordering the sewage treatment plant must be designed to bypass the entire
wastewater treatment and, if possible, bypass and replacement connections even
individual technological objects wastewater treatment plant.
Bypasses must be secured against misuse.
(9) For the design of gas management wastewater treatment applies
normative values. ^ 17)
(10) for the operation of sanitation in the sewage treatment plant must be
available drinking water.
(11) Flow Q referred to in paragraphs 3, 5 and 6 are set to normative values
. ^ 15)
SECTION TWO
REQUIREMENTS project documentation, construction and operation of the sewer network
§ 19
(1) Waste water ^ 18) is proposed by calculating the amount
wastewater, calculating the amount of discharged rainwater and
uniform system or storm sewer.
(2) In developing the proposal and construction of sewer networks is governed by
standard values. ^ 19)
(3) The sewer network was designed with regard to long life
sewer networks, the difficulty of remediation work and the prospective state odkanalizovaného
territory.
(4) sewer network is proposed as gravity, pressure, vacuum, or a combination thereof
.
(5) Drains and sewers objects to design and implement such
waterproof construction. Pipe joints must be watertight.
(6) Water resistance is demonstrated by normative values. ^ 20)
(7) For a single sewer network overflows and must separators
reliably divide the flow of sewage in proportion to
hydrotechnical calculation and safely transfer the design discharge to the sewage
wastewater.
(8) The slope of the pipeline to 10 per thousand may be variation in height
store sewers maximum of +/- 10 mm with a slope of more than 10 per thousand +/- 30 mm
compared to the dimension of the DNA project documentation. Pipe should not rise
counterslope.
(9) Straight sections of sewer between two manholes may have directional
deviation from the straight direction at the inner diameter and 500 mm including more than 50 mm, with
larger inner diameter less than 80 mm.
(10) In the event that the integrated sewerage system or oddílnou
sewerage system to drain rainwater connects the new part of the sewer
draining rainwater from the new development to the areas suitable,
be carried out in the project documentation new calculation, on the ability to divert sewer
increased amount of these waters.
This calculation is the basis for the owner of the sewer system or operator, if the owner
empowered to permit or rejection of that connection.
(11) Distance inspection and manholes in a straight line
obstructed sewers is not more than 50 m, with a maximum of patent sewers 200 m.
Inspection, input shaft fracture and well holes can not be placed outside the sewer route
sewer.
§ 20
Operation of sewer networks and wastewater treatment plants is governed by a standard
values. ^ 21)
PART NINE
INDICATORS quality of raw water taken from surface water
OR UNDERGROUND WATER RESOURCES FOR drinking water treatment
(K § 13 para. 5 of the Act)
§ 21
(1) indicators of the quality of water abstracted from surface water or groundwater resources
for treatment as drinking water (hereinafter
"raw water") and their limits for each category
standard methods treatment of raw water into potable water, including their
definitions are listed in Annex No. 13.
(2) Characteristics of raw water in accordance with paragraph 1 shall be taken procedure that
meets the conditions specified in Annex no. 14.
(3) The minimum frequency of sampling and analysis of a range of raw water are
listed in Annex no. 9 Tables 5 and 6
(4) The Regional Authority and the appropriate river basin passes operator
Results of the tests prescribed in electronic form stipulated by the Ministry
annually by 31 March for the previous year
scope of Annex no. 9 Tables 1 and 3
§ 22
(1) Raw water is drawn primarily from hydroelectric sources, which in its natural state
's physical, chemical, microbiological, respectively.
Biological composition and properties as close as possible requirements
drinking water. When deciding between several possible water resources a
based on optimal investment and operational costs in relation to the complexity of the technology
editing and difficulty of transporting water. When choosing
water source is judged usable yield of water resources
option to protect water quality in the water source of potential contamination
water and other local conditions.
(2) For the classification into categories of raw water samples taken at the site
prior to construction of water treatment.
(3) Raw water shall be divided according to limiting values into three categories
A1, A2 and A3 corresponding to the standard methods of treatment in accordance with Annex.
13 Table No. 2.
(4) Inclusion of raw water into the category referred to in paragraph 3
carried out by the operator of the evaluation indicators of the quality of raw water that
listed in Annex no. 13 in Tables 1a and 1b.
Limit values for assessment of the quality of raw water in these tables specified
determined individually by the operator efficiency technologies
effect adjustments in accordance with the opinion of the competent authority to protect public health
under a special law. ^ 23) | ||
(5) For the classification of raw surface water into the categories listed in paragraph 3
based on a minimum of 12 samples taken during two
years. The optimal number of samples is 24 - 36.
(6) Category raw water is revised annually based on the results of analyzes
raw water according to water quality control plan.
(7) Classification of raw water is not carried out on the water without treatment technology
water and structures for collecting water, with the possible health security of water.
(8) The method of evaluation thresholds and the inclusion of raw water into
basic categories are listed in the Annex. 13 Section 3
§ 23
(1) To select a new source of raw water in addition to the indicators listed in Annex
no. 13 apply to other indicators specified in Annex no. 9 Table 2.
(2) To assess the current and future quality of raw water source
surface water to determine how water treatment technology
survey conducted even under flow conditions and evaluation with regard to
possible polluters in the basin . At the same time, the tests
treatability of the water as a basis for determining the draft standard
methods of water treatment.
PART TEN
Sewer TERMS AND REQUIREMENTS FOR SAMPLE ANALYSIS OF WASTE WATER
(K § 14 para. 6 of the Act)
SECTION ONE
TERMS sewer
§ 24
Sewer Regulations includes:
A) basic data, and it
First name or name, identification number of the owner or owners
sewers, if assigned, covered
sewer order, name and identification number of the operator or operators
sewer operating, if assigned or
name and surname of the operator, the property identification numbers
evidence sewers and wastewater treatment plants in Annexes Nos. 3 and 4,
Second characterization and description of the municipality or part of the sewer system, on which
sewer Regulations apply in terms of geography and urban
, the way drinking water supply, drainage way,
basic balance parameters supplied drinking water and wastewater ,
drainage conditions in the village, a brief description of the receiving water, the approximate number of people
cleaning waste water in septic tanks and domestic sewage wastewater
, the approximate number of people gathering in wastewater
žumpách and objectives for sewer site-specific overview of major
producers of waste water, the type and volume of wastewater discharged into the sewer
each hour of the day and days of the year including the specifics
pollution
B) technical description of the sewer network, namely:
First stating the type of sewer and technical data on the extent
Second information on locating stem sewers,
Third enumeration overflow chambers and deployment
Fourth information about the proportion of dilution of sewage overflows on to the water
Recipient (projected and actual)
Fifth putting important buildings to sewers (booster pump station,
siphon, flushing chamber, measuring shafts and their parameters)
6th basic hydrological data (intensity and frequency of rainfall, runoff coefficient average
)
7th Data on the number of residents in the village and the population connected to the sewerage
,
8th data on the number of sewer connections;
C) a map showing the attachment of the sewer network and position:
First major producers of wastewater,
Second the producer of the possibility of accidental contamination
Third places for measuring and sampling
Fourth overflows and outlet hole objects
Fifth wastewater treatment sewage,
6th wastewater treatment facilities and pre-cleaner customers;
D) the appropriate waste water treatment plant to which they are discharged
waste water, and it
First projected capacity of sewage treatment plants,
Second the year when the wastewater treatment plant into operation a year of reconstruction and
adjustments description of the current technical state, data on the amount of waste
total water, sewage, wastewater, other
precipitation, or ballast, the concentration of pollutants
on inflows and outflows, including projected values,
Third number of connected persons and equivalent number of connected persons
Fourth the way or ways of resolving the separation of rainwater in uniform
sewers;
E) data on the receiving water at the discharge point of the wastewater, namely:
First qualitative evaluation
Second flow rates;
F) a list of substances which are waste water and seepage into the drains
must be prevented in accordance with a special law; ^ 24)
G) determining the maximum permitted levels of pollution in accordance with Annex.
15 and maximum amounts of industrial waste water discharged into the sewer
for each customer;
this provision does not apply to sewage treatment plants (§ 16 point b).
H) the method and frequency of measurement of the amount of waste water and method of measuring the quantity of rainwater
with selected customers and their list;
I) measures during breakdowns and accidents drains, in cases
natural disasters and other emergencies;
J) other conditions for wastewater discharge into the sewage system and method
control its pollution rate, particularly of sampling points, type
samples for sampling, frequency of sampling wastewater, scope and frequency of analyzes carried
customer, analytical methods for the determination
indicator for the degree of pollution of wastewater and the type and effectiveness
pretreatment of wastewater discharged into sewer buyer;
K) method of checking compliance with the sewage system.
§ 25
Canceled SECTION TWO
REQUIREMENTS FOR ANALYSIS sewage water samples
§ 26
(1) The control samples of the wastewater discharged into the sewer connection
sewer network operator removes the presence of the customer.
If the purchaser, although the operator invited to sample fails, the operator
sample taken without his participation. Part of the sample
necessary to provide parallel analysis will offer buyers. The sample collection
operator with a customer writes a report.
(2) If the operator and the customer contradictions in the case
analyzes of samples of wastewater, performs analysis of control samples taken
wastewater control laboratory set
special legal regulation. ^ 25)
PART ELEVEN
DETERMINATION amount of water consumed without measuring
(K § 16 para. 6 of the Act)
§ 27
(1) The amount of water consumed if it is not fitted with a water meter is determined by
directive numbers of annual water needs listed in the Annex.
12th
(2) If the water collected in the previous period of at least one year measured
determine the amount of water consumed per year without a water meter fitted by
above the previous collection. This applies only in case if there is no
changes in conditions at the customer.
PART TWELVE
GENERAL TECHNICAL CONDITIONS OF MEASUREMENT quantity of water supplied
(K § 17 para. 9 of the Act)
§ 28
(1) The operator for the purpose of measuring the quantity of water supplied fitted to the customer
water connection meter according to technical conditions of procurement
water, especially as above average and maximum demand.
(2) The unusual donations, which can not proceed according to § 17 para. 4
point. a) of the Act, the operator specialist calculate the amount of water needed to ensure
type and capacity of the activities carried out in connected
property. You can also use data from real estate with the same or similar
kind of activity. If there is evidence collection or discharge
unrelated to the type and capacity of the activities carried out in connected properties (eg. In
definable time unannounced accidents or indoor plumbing connections)
calculates the amount of water in relation to the technical possibilities of escape
supplied water or the technical possibilities of draining water.
PART THIRTEEN
Method for calculating the amount of waste and rain water drainage system without
TO MEASURE
(K § 19 para. 10 of the Act)
SECTION ONE
§ 29
(1) the benchmark annual water needs according to the type of water consumption
are listed in Annex 12.
(2) the benchmark annual water needs determine the need for drinking water and
usually the amount of waste water discharged.
SECTION TWO
Method of calculating quantity of wastewater discharged without measuring
§ 30
(1) If there is no measurement of the quantity of wastewater discharged into drains or
measurement of abstracted water, determining the amount of discharged wastewater
according to the guide number of annual water needs
listed in Annex no. 12.
(2) If the water is discharged in the previous period, measured at least 1 year,
determining the amount of water discharged in the period in which the measurement is performed
, according to the volume of water discharged in the comparable period measured.
This applies only in case if there are any changes in conditions of the customer.
(3) If you can not proceed under paragraphs 1 and 2, the operator
professor calculate the amount of water discharged in the identification of the type and capacity
activities implemented in the connected real estate. You can also use the data
property with the same or similar kind of activity.
If it should take or discharge not related to the type and capacity
activities carried out in connected properties (eg. In time definable
unannounced accidents connections or internal water mains or internal sewerage
), calculates the amount of water in relation to the technical possibilities
leakage of water supplied or the technical possibilities of draining water.
SECTION THREE
Method for calculating atmospheric water discharged into the sewer WITHOUT TESTING
§ 31
(1) The amount of storm water discharged into the sewer system without measuring the
calculated according to the formula specified in Annex no. 16 on the basis of long-term
normal precipitation in the region from which the rainwater drained into sewers
, identified by the relevant regional branch of the Czech Hydrometeorological Institute
according to the type and size of the areas
real estate and respective runoff coefficients listed in the Annex.
16th
(2) For purposes of calculating the amount of sewage charges levied
rainwater calculated separately for each plot and structure, from which they are discharged directly
water connection or via a free discharge into storm (street)
gully and then into the sewer system.
PART FOURTEEN
Method for calculating the fixed component of water and sewerage FOR PAYMENT IN
two-component form, PRICE CALCULATION water and sewerage charges for the calendar year
ACCORDING TO REGULATIONS AND PRICE COMPARISON OF ALL ITEMS CALCULATION OF PRICES FOR
water and sewerage The achievements of the Company
(K § 20 par. 3 and 9 and § 36 para. 7 of the Act)
§ 32
(1) Calculation of the fixed component of water supply and sewerage for the payment of binary
form shall be performed according to the specifications
A) capacity meter continuous flow value expressed by normative values
^ 28) included in the selected category or
B) water connection profile for the size of the flow area
inclusion in the selected category or
C) the amount of water consumed inclusion in the selected category, and is given in Annex
.
17
(2) For the calculation pursuant to paragraph 1. a)
A) must be fitted with a water meter on the water connection satisfy the conditions
water consumption on this connection specified in the contract pursuant to § 8. 6
Act
B) applies if the meter is fitted with a more continuous flow ^ 31) than
with the expected routine sampling in order to provide drinking water
sufficient pressure or fire extinguishing, capacity meter fitted,
C) by the customer, which it is not supplied water measured, calculations
relevant to the amount collected by the meter, which would be taking place
should be fitted with respect to the target number of annual water needs listed in || | Annex 12.
(3) For the calculation pursuant to paragraph 1. b)
) Must match the flow area of the installed water connection
conditions abstraction of water specified in the contract pursuant to § 8. 5 of the Act,
B) is determined by the flow area water connection diameter of the branch distribution
series or output connections to the front of the meter (before
reduction, etc.).
(4) The calculation pursuant to paragraph 1. c)
amount of water abstracted in the previous year determined in accordance with § 27 and 28
§ 33
(1) To determine the fixed component of sewage charges for the payment of binary form
if the amount of waste water discharged is identical with the supplied
amounts of water, the provisions of § 32 accordingly.
(2) The calculation of the fixed component sewage rates for the payment of binary form by
customers who discharges waste water from sources other than the supplier
measured, and customers covered by the obligation to pay for drainage of rain
water, the operator pursuant to Annex 17.
§ 34
Bypass water before the water meter, fire mains and connections for water consumption
passed between operators (eg. For group water supply) are
assessed individually according to the situation.
§ 35
(1) For water meters with the overload flow ^ 31) of less than 3,125 m3. h-1
water connection smallest internal diameter = 3.4 ''
and the lowest amount of water consumed 30 m3 per year in the region for which it is processed
pricing water is a maximum annual rate of solid components
aqueous determined by the price per 30 m3 of water by pricing for a mono
price.
(2) The maximum annual rate of solid components of sewage charges for the payment in the form of a two-component
apply mutatis mutandis the provisions of paragraph 1.
§ 35a
(1) The calculation of prices for water and sewerage prices for a calendar year by
pricing regulations are carried out according to Annex no. 19 and 19a.
(2) The calculation of prices for water and sewerage prices for under paragraph 1
done for customers, owners operationally related water supply and sewerage systems for owners
operationally related to drinking water passed
and waste water received .
(3) In the case of calculating the price of drinking water is carried and transmitted
calculating unit costs, sources of drinking water, or even its
transport.
(4) In the case of calculating the price for waste water received is carried out and
calculating the unit cost of wastewater treatment, or even its
transport.
(5) Comparison of items for calculating the price for water and sewerage charges for
calendar year according to price regulations actually achieved in a given calendar year
is done in the breakdown of cost items with their
contents and scope data provided in Annex no. 20 in the structure
database file, which is listed in Appendix 24.
(6) Comparison of items for calculating the price for water and sewerage with
actually achieved is done for customers, owners
operationally related water supply and sewerage systems for owners operationally related
for drinking water and wastewater forwarded water received.
(7) In order to calculate the cost price for water and sewage indicates
processor in the individual cost items
all actual costs associated with the operation of water supply and sewerage systems
need and does not transfer these costs to other activities
he performed by the owner or operator of water supply and sewerage systems.
PART FIFTEEN
Technical audit
(K § 38 par. 6 of the Act)
§ 36
(1) Technical audit of water supply or sewage system indicate the following
list only part of the subject-matter jurisdiction by entering:
A) Introduction (award audit);
B) starting substrates (eg. Operational inventory data, pricing,
contracts relating to the operation);
C) specification of assets by asset register;
D) Operating data:
First description of the production and its evaluation
Second assessment of quality assurance of drinking water produced and discharged
wastewater
Third cost analysis and price calculations,
Fourth Personnel evaluation (number and classification of employees)
Fifth description and evaluation of contractual relations;
E) an analysis of the current state
First comparative
Second Reflection;
F) the findings in the areas
First care of the property and its infrastructure uptime
Second operation (production and relationship with customers)
Third Economics and prices
Fourth contractual relationships;
G) the proposed measures
First owner tap water or sewer
Second municipalities,
Third operator
Fourth water authority
Fifth ministry.
(2) Applicants for registration in the list of technical auditors shall
Ministry a written request containing:
A) the name or names, surname, date and place of birth, address
applicant and his place of residence or place of registered residence on the territory of the Czech Republic
or domicile abroad
B) a copy of evidence of formal qualifications
C) a certificate of practice
D) an inventory of their own work in the field, published scientific papers and publications
,
E) a description of previous professional activity.
(3) The Ministry shall register the list of technical auditors applicant if
meets the requirements set by law and is selected committees (§ 38 par. 5
Act) annually on 30 June, following the select committee.
(4) In selecting applicants for entry into the list of technical auditors
Commission will take into account the inventory of custom publishing work in the field,
issued professional publications and Statia and describe
previous professional activity.
PART SIXTEEN
FINAL PROVISIONS
§ 37
Repealed:
First Decree no. 144/1978 Coll., on public water supply and public
sewer
Second Decree no. 185/1988 Coll., amending Decree no. 144/1978 Coll., on
public water supply and public sewerage.
§ 38
This Decree shall take effect on 1 January 2002, except
§ 12 par. 2 point. c) which comes into effect on April 1
2004.
Minister
:
Ing. Fencl vr
Příl.1
SELECTED DATA OF PROPERTY RECORDS AND SEWAGE WATER - WATER LINE
IDENTIFICATION NUMBER OWNERSHIP EVIDENCE:
Influx SERIES (RX): DISTRIBUTION NETWORK PLUMBING (RVS):
1) BASIC INFORMATION - INFORMATION ABOUT THE POSITION:
A / Name:
Localization conveying a range or distribution of water supply network - Indirect positioning
conveying a range or distribution of water supply network:
Name of municipality: Code of the village:
Name of cadastral territory: Code of the cadastral area:
Name respective municipality: Code basic unit:
Coordinates for Influx series:
x coordinate (beginning and end): Code cadastral area
y coordinate of the end (beginning and end): the feeder series:
B / Distribution water supply system intended for:
Cadastral: Number:
Names cadastral areas: codes of cadastral areas:
C / Jurisdiction of water mains water supply to the system:
Separate local group
2) water resources (into the water main)
Water Resources: Water taken
own self and taken
Connection water distribution network feeding the ranks of local or skupinovéhovodovodu
identification number of the property records of the feeder series:
This group water to which it is connected to water lines:
Connecting water mains for the construction of water treatment
Identification number ownership records of the construction of water treatment:
Name constructions for water treatment to which it is connected to water lines:
3) POPULATION: (updated number for the water distribution network)
The population residing in the annexed municipalities or parts thereof:
number of supplied inhabitants in connected communities or parts thereof:
4) TECHNICAL DATA:
Water Series in km
Overall length: Scaled length:
length of water mains in accordance km diameter (DN) and the type of pipe material:
to DN 100 mm: Metal:
from DN 101 mm to 300 mm Plastics:
from DN 301 mm to 500 mm Other:
greater than 500 mm:
------------------------ ------------------------------------------
No.
Reservoirs : Total volume: m3
Water connections Water meters Number: Number:
Gas station Number:
5) Economic data:
Value of those assets (buildings) at replacement cost in the thousands. CZK:
6) OWNER Water supply:
A / natural person:
a) name, first name and surname or business name:
b) date of birth:
c) identification number, if assigned:
d) the address of the registered office or place of residence (postal code, city, street, house number orient.,
eventually house number):
B / legal entity:
a) Company Name:
b) the registered address (zip code, town, number orient., eventually house number):
c) identification number, if assigned:
C / Connections:
Phone:
e-mail:
7) The water authority:
Name and location of the water authority:
number of the water authority:
----------------------------------------------- -------------------
processing Date: Name and surname of the author:
Phone: processor: Place
processing: Employer processor
if different from the owner
tap:
--------------------------------------------- ---------------------
Notes:
Distribution water network includes:
Main series: water lines distributing water in individual zones or supply
districts in consumption areas (without direct water consumption).
The switch lines: the water lines for water distribution in the consumption areas, are connected to him
water connections.
Identification number ownership records of the feeder series:
water authority code - the code of the cadastral area of the feeding end of the series - ICO owner
- sign for water lines, it is 1 for feeding lines and behind the slash is the order of water
mains in the event that the same owner in the same cadastral area has several water mains.
Identification number ownership records of the distribution of water supply network:
water authority code - the code of the cadastral area of water supply networks - ICO owner -
sign for water supply network, it is one for the water network and the slash is the order of water || | mains if the same owner in the same cadastral area has several water mains.
To point 1)
Name: The name of that property, which is introduced in the current owner's records.
Codes (numbers) basic unit, part of the municipality, cadastral territory:
reference source codebooks municipalities with extended powers, municipalities, parts of municipalities, cadastral areas
is a register of territorial identification, addresses and real estate Ruian
administered by the Czech Office for Surveying, Mapping and Cadastre.
Coordinates: for supply lines is determined either by direct focus property or placing
digitized map. Coordinates shall be in a coordinate system S-JTSK.
Jurisdiction present property system to tap:
Separate ........................ supplies only part of the village
Local .... ........................ supplying more parts of the same village
Group ................. ........ supplies two or more municipalities
group water is technically complete water system, which supplies water to customers
two or more municipalities.
The item 3)
Population is given only for water distribution network. In case more
recorded distribution of water mains in the area (municipality, part of municipality) indicates the number of inhabitants
relevant only to registered water distribution network, not
total population of the entire community.
Place of residence * means the address citizen's residence in the Czech Republic, which he
citizen chooses usually the place where the parents, family, apartment or job.
Citizen can have only one place of permanent residence and in a building that is under a special legal regulation
identified a number of descriptive or registration, or orientation number, and that
is under a special law intended for residential accommodation or individual recreation.
* Act no. 133/2000 Coll., On register of population and birth certificate numbers and on amendments některýchzákonů
(Register of Population Act), as amended.
Act no. 326/1999 Coll., On the stay of foreigners in the Czech Republic and amending certain laws,
as amended.
The item 5)
To calculate the replacement cost applies Decree no. 441/2013 Coll., To implement Act
valuation (valuation decree) or guidance of the Ministry of Agriculture
"for guidance indicators calculation replacement cost of buildings to selected data ownership
records of water supply and sewerage and financing plans for the restoration of water supply and sewerage "
which of the decree is based on and complements it.
The item 7)
Name and location of the water authority, which selected data are provided.
Příl.2
SELECTED DATA FROM EQUITY RECORDS water supply and sewerage - BUILD FOR WATER TREATMENT
IDENTIFICATION NUMBER OWNERSHIP EVIDENCE:
WITH TECHNOLOGY FOR WATER TREATMENT WITHOUT WATER TREATMENT TECHNOLOGIES
(water treatment plant) (water disinfection)
1) BASIC INFORMATION - INFORMATION ABOUT THE POSITION:
A / Construction name for water resources or without water treatment technology:
Localization - indirect positioning structures for water resources or
without water treatment technology:
Name area code of the municipality: | || name of the cadastral area: code of the cadastral area:
name respective municipality: code basic unit:
B / Construction designed for:
Cadastral: Number:
Names cadastral areas: codes of cadastral areas:
C / Jurisdiction and construction of water treatment systems for water supply: independent local group
2) water resources (raw water)
Location
abstraction of raw water Groundwater: Identification number sampling
(borehole, well, infiltration etc.) Groundwater: Water flow
identification number sampling
name: surface water:
water reservoir identification number sampling
name: surface water:
Categories of raw water according to § 22 of this Decree.
3) SPECIFICATIONS
A / Technology Water Treatment
Single stage Two stage adaptation adjustment Without adjustment Infiltration
Technological procedures:
Sedimentation Clarification Filtration
Adjustment types:
Chemical Disinfection UV deironing
Deacidification manganese filtration, aeration, coagulation filtration Ozonation
Stabilization Filtration through GAU Denitrification
Ion Exchange Membrane Biological Filtration
other filtration technology-name Removing radon
B / Chemicals for water treatment
Chlorine Sodium hydroxide destabilizing agent based on Fe
Chlorine dioxide Hydrated lime destabilizing agent-based AI
hypochlorite, sodium carbonate, sodium Auxiliary aggregating agent
Ozone Activated carbon powder others - name
Carbon dioxide potassium permanganate
C / Waste Management
Sludge Processing Machinery Gravitational no other
D
/
capacity data capacity water treatment plant (projected): l / s
u
buildings without modification usable capacity sources: l / s
from the underground: l / s
4) Economic data:
Value of those assets (buildings) at replacement cost
thousand. CZK:
5) The owner of the construction WATER TREATMENT:
See Annex no. 1
6) The water authority:
Name and location of the water authority:
number of the water authority:
----------------------------------------------- -------------------
processing Date: Name and surname of the author:
Phone: processor: Place
processing: Employer processor
if different from the owner of the building
Water treatment: -------------------------------------------
-----------------------
Notes:
Identification Number asset accounting structures for water treatment (s technology for water treatment
)
water authority code - the code of the cadastral area of localization projects - ICO owner -
sign for the construction of water treatment (with technology water treatment), it is 2 for the construction
water treatment (s technologies for water treatment) and after the slash is the order
constructions for water treatment in the case of the same owner of the same cadastral territory has more
constructions for water treatment.
Identification Number asset accounting structures for water treatment (without modification technology)
water authority code - the code of the cadastral area of localization constructions for water treatment - IR
owner - sign for the construction of water treatment (no treatment technologies water), it is 2
for the construction of water treatment (without technology for water treatment) and the slash is the order
constructions for water treatment in the event that the same owner in the same cadastral area has multiple buildings for
water treatment.
To point 1)
Name: The name of that property, which is introduced in the current owner's records.
Codes (numbers) basic unit, part of the municipality, cadastral territory:
designation by dials the Czech Statistical Office (CSO) and the Czech Office for Surveying, Mapping and Cadastre
(ČÚZK).
Jurisdiction present property system to tap:
Separate ...................... supplies only part of the local municipality
...... .................... supplying more parts of the same village
Group ..................... .. supplies two or more municipalities
group water is technically complete water system, which supplies water to customers
two or more municipalities.
The point 2)
Water source:
In the case of two or more sources stated that the most important.
Categories of raw water:
categories of raw water are listed in Annex no. 13 of Decree tab. no. 1a. Says the current
quality category at the date of transfer of selected data according to Annex no. 13, Part 3. For
groundwater resources without modifying the class does.
Identification number of water abstraction:
According to § 22 of Act no. 254/2001 Coll., On waters and amending some laws (the Water Act) and its implementing
Decree no. 431/2001 Coll.
To point 4)
water treatment technology - marks a fundamental modification technology, types of treatment and used
technological processes at the water treatment plant.
One-step treatment: eg. Coagulation filtration, filtration only, only sorption.
The two-stage treatment: eg. Sedimentation, flotation or clarifier and subsequent filtration, filtration
through two filters in series. In case more production lines shall be equipped
technologically challenging lines.
The projected capacity of the water treatment plant (average) is measured in the amount of water, whom
be constantly supplied to the network regardless of the limiting factors outside the water treatment plant. Not included
own need for water treatment plant.
In the case of reconstruction and intensification indicates the most recent data.
Yield of useable resources, including groundwater. If this value is not known from pumping
attempts, according to data from water management decisions and allowed an average consumption l / s (only
sources without modification).
The item 5)
To calculate the replacement cost applies Decree no. 441/2013 Coll., Implementing the Act
valuation (valuation decree) or guidance of the Ministry of Agriculture "for the orientation indicator
calculation replacement cost of buildings in selected data records of ownership of water supply and sewerage and
plans for financing the restoration of water supply and sewerage ", which of the decree
based and complements it.
The item 7)
Name and location of the water authority, which selected data are provided.
Příl.3
SELECTED DATA FROM EQUITY RECORDS water supply and sewerage - SEWER SEWER
IDENTIFICATION NUMBER OWNERSHIP EVIDENCE:
Influx STOKA: Sewage network:
1) BASIC INFORMATION - INFORMATION ABOUT THE POSITION:
A / Name:
Localization Influx sewer or sewer network - Indirect determination of sewer Influx or sewer network:
name of the village: code of the village:
name cadastral area localization WWTP: code of the cadastral area:
name respective municipality: code basic unit:
Localization for feeding sewer:
x coordinate (beginning and end of the sewer): Code cadastral area late
y coordinate (the beginning and end of the culvert): Influx sewer:
B / Sewer odkanalizuje:
Cadastral: Number:
Names cadastral areas: codes of cadastral areas:
C / Jurisdiction of the sewer to sewer system: independent local group
2) the discharge of waste waters or not connected to the wastewater treatment plant (WWTP)
A / into receiving water without purification (free outlets)
allowed amount for discharge: thous. m3 / year Number of vacant outlets
:
receiving water Name:
Identification Number wastewater discharges:
B / Connection to the sewer network to the WWTP
Name of cadastral territory: Code of the cadastral area:
identification number corresponding property records WWTP:
Identification Number wastewater discharges from wastewater treatment plants:
3) POPULATION (ONLY FOR sewer network):
Population residing in odkanalizovaných municipalities or parts thereof:
Population connected to the sewerage network (paid at the WWTP)
Population connected to the sewerage network (in free outlets)
4) TECHNICAL SPECIFICATIONS:
Sewer in km
Overall length:
length of sewer network in km to the size and type of material: Stoneware
up to 300 mm (area průt.profilu)
Concrete: from 301 to 500 mm:
Plastics: from 501 to 800 mm:
Other: greater than 800 mm:
Functional classification of sewer network:
Uniform separated sanitary sewage systems Oddílná withholding
Type sewer network: Gravity Pressure Vacuum
Sewerage objects:
rainwater tanks: .......... ....... Number of Total volume m3
sewers: ....
number Relief chamber: ...... number
Gas station: ......... number
5) Economic data:
value of those assets (buildings) at replacement cost
thousand. CZK:
6) OWNER SEWER:
See Annex no. 1
7) The water authority:
Name and location of the water authority:
number of the water authority:
----------------------------------------------- -------------------
processing Date: Name and surname of the author:
Phone: processor: Place
processing: Employer processor
if different from the owner
sewer:
-------------------------------------------- ----------------------
Notes:
Identification number of property registration Influx sewer:
water authority code - the code of the cadastral area late Influx sewers - ICO owner -
sign for sewer, it is 3 for sewer and after the slash is the order of the sewer if the same
owner on the same cadastral area has multiple buildings sewers.
Identification number ownership records of the sewer network:
water authority code - the code of the cadastral area of the sewer network - ICO owner Sign for
sewerage network, it is 3 for sewerage network and the slash is the order of the sewer in case
same owner in the same cadastral area has multiple buildings sewers.
To point 1)
Name: The name of that property, which is introduced in the current owner's records.
Codes (numbers): the basic territorial units of the municipality, cadastral territory:
designation by dials the Czech Statistical Office and the Czech Office for Surveying, Mapping and Cadastre
.
Coordinates: finding for feeding sewer is done either directly focused property or by
location in a digitized map. Coordinates shall be in a coordinate system S-JTSK.
Sewer network odkanalizuje: Indicate any sewerage cadastral this sewer networks.
Belonging to the sewer system:
Separate ................... drained with only part of the village
Local ........... ............ sewerage multiple parts of the same village
Group .................... drainage of two or more municipalities
The point 2)
Identification Number wastewater discharges:
According to § 22 of Act no. 254/2001 Coll., On waters and amending some laws (the Water Act) and its
implementing regulations.
Identification Number wastewater treatment:
number of the water authority - cadastral area code location of the wastewater treatment plant -
ICO owner - sign for the wastewater treatment plant.
The item 3)
Population is given only for the sewerage network. If there are more registered
sewerage networks in the area (municipality, part of municipality) states population relevant only for registered sewerage network,
rather than the total population of the entire site.
To point 4)
For circular profile applies above average "d" for oval, tlamové and other used
mentioned flow area.
The item 5)
To calculate the replacement cost applies Decree no. 441/2013 Coll., Implementing the Act
valuation (valuation decree) or guidance of the Ministry of Agriculture "for the orientation indicator
calculation replacement cost of buildings in selected data records of ownership of water supply and sewerage and
plans for financing the restoration of water supply and sewerage ", which of the decree
based and complements it.
The item 7)
Name and location of the water authority, which selected data are provided.
Appendix 4
SELECTED DATA FROM EQUITY RECORDS water supply and sewerage - WASTEWATER TREATMENT PLANTS
IDENTIFICATION NUMBER OWNERSHIP EVIDENCE:
SEWAGE TREATMENT PLANT:
1) BASIC INFORMATION - INFORMATION ABOUT THE POSITION:
A
/
Name Location wastewater treatment - Indirect positioning wastewater treatment plant:
Name of municipality: Code of the village:
Name of cadastral territory: Code of the cadastral area:
Name respective municipality: Code basic unit:
Coordinates the end of the adduction of the sewer to the WWTP
x coordinate: | || y Coordinates:
B / Wastewater treatment plant intended for:
Cadastral: Number:
Names cadastral areas: codes of cadastral areas:
C / Jurisdiction wastewater treatment system for sewage:
independent local group
2) purified waste water discharge into a receiving water:
receiving water Name:
Identification Number wastewater discharges:
3) POPULATION:
Population residing in municipalities or parts thereof odkanalizovaných
the wastewater treatment plant:
Population connected to wastewater treatment plants:
Number of equivalent inhabitants connected to wastewater treatment water:
4) TECHNICAL DATA:
Project parameters: Projected capacity: m3 / day (Qd)
Projected capacity: kg BOD 5 / day
Projected capacity: equivalent inhabitants
Degree of waste water
Mechanical (without additional steps) Mechanical - biological refining
Other functions wastewater treatment
elimination of nitrogen Elimination of phosphorus Other
Sludge
:
Stabilization of sludge: aerobic and anaerobic
No
Sludge dewatering:
no gravity machine
Sludge treatment: verbally
Gas Economy: verbally
5) Economic data:
Value of those assets (buildings) at replacement cost
thousand. CZK:
6) OWNER OF SEWAGE TREATMENT PLANTS:
See Annex no. 1
7) The water authority:
Name and location of the water authority:
number of the water authority:
----------------------------------------------- -------------------
processing Date: Name and surname of the author:
Phone: processor: Place
processing: Employer processor
if different from the owner sewage
wastewater:
-------------------------------------------- ----------------------
Notes:
Identification number ownership records of the wastewater treatment plant:
water authority code - the code of the cadastral area where the sewage water- ICO owner -
character for the wastewater treatment plant, it is 4 for the wastewater treatment plant and a slash the order
sewage treatment plant in the event that the same owner in the same cadastral area has more wastewater.
To point 1)
Name: The name of that property, which is introduced in the current owner's records.
Codes (numbers) basic unit, part of the municipality, cadastral territory:
designation by dials the Czech Statistical Office and the Czech Office for Surveying, Mapping and Cadastre.
Belonging to the sewer system:
Separate ................... cleans waste water from the village
Local ......... .............. purified wastewater from multiple parts of the same municipality
Group .................... purified waste water from the two or more municipalities
The point 2)
Identification Number wastewater discharges:
According to § 22 of Act no. 254/2001 Coll., On waters and amending some laws (the Water Act) and its implementing decree No.
. 431/2001 Coll.
The item 3)
Equivalent inhabitants: viz. § 16 point. e)
starting basis for calculating the number of connected population equivalent to the annual balance of the inflow to the WWTP
worth BOD5 (t / year) and the pollution produced 60 g BOD5 per 1 inhabitant / day.
To point 4)
projected capacity m3 / day (Qd) is measured in the amount of waste water that can be continuously cleaned
with regard to the minimum sized stage (eg. Biological part). In případěrekonstrukce and
intensification indicates the most recent data.
Population equivalent: this is an indication of the project last building sites or any modifications affecting
presentation.
Thorough cleansing: refers to the treatment of water from mechanical and biological WWTP III. stupničištění (
tertiary wastewater treatment).
Tertiary treatment technology as scraping means processing effluent from mechanical-biological sewage
to reduce residual chemical and microbiological contamination, possibly
Suspended solids. Scraping technology to include additional ways to clean
enabling a higher level of cleaning, which can not be achieved primary and secondary treatment (ie. A mechanical-biological).
This is e.g. by polishing stabilizing tank, filtration through sand or membranes, adsorption on various
materials.
Field "removal (elimination)," N "," P "," different "is merely a clarification of basic three types of cleaning
additional features clean and does not always mean that it is a tertiary treatment.
| || K item 5)
to calculate the replacement cost applies Decree no. 441/2013 Coll., implementing the Act on
valuation (valuation decree) or guidance of the Ministry of agriculture "for the approximate calculation of the indicators
replacement cost of buildings to selected data ownership records of water lines and sewers for
financing plan for restoration of water supply and sewerage ", which is based on the decree and complements it.
K item 7)
name and location of the water authority which are provided to selected data.
Annex 5 sELECTED OPERATING dATA FROM tHE EVIDENCE AND SEWAGE WATER - WATER LINE
IDENTIFICATION NUMBER operating records:
dISTRIBUTION wATER SUPPLY nETWORK:
1) GENERAL INFORMATION:
Identification number (s) of property records involving operated assets (ie.
functional unit of the individual distribution of water networks ).
For critical networks to give her name.
+ ----- + ---------------------------------------- --------------------------------- +
| Row | Identification number ownership records |
+ ----- + ---------------------------------------- --------------------------------- +
| 1 | The first line of critical network (the one with the highest replacement cost) |
+ ----- + ---------------------------------------- --------------------------------- +
| 2 ||
+ ----- + ---------------------------------------- --------------------------------- +
| 3 | |
+ ----- + ---------------------------------------- --------------------------------- +
| 4 ||
+ ----- + ---------------------------------------- --------------------------------- +
| ... ||
+ ----- + ---------------------------------------- --------------------------------- +
2) POPULATION:
Population residing in the annexed municipalities or parts thereof:
number of supplied inhabitants in connected communities or parts thereof:
3) balance sheet data in thousand m3 / year:
Water produced intended for implementation: Water taken
:
Water passed:
Drinking water invoiced total direct customers:
Of which: domestic:
Others:
Water unbilled
:
of it: the loss of water in the pipe network:
own water needs:
Other non-invoiced water:
Losses per 1 km recalculated the length of water mains: l / km / day
4) Economic data:
The unit cost of the water supply network: CZK / m3
Faults in the water distribution network: number:
5) data on water quality in the distribution of water networks:
This crucial part of the village: Village name
:
Cadastral localization of water network distribution:
+ --------------------------- + --------- + -------- - + ----------- + ----------- +
| Column number | 1 | 2 | 3 | 4 |
+ --------------------------- + --------- + -------- - + ----------- + ----------- +
| Samples for microbiological | | | | |
| and biological analyzes | | | | |
+ --------------------------- + --------- + -------- - + ----------- + ----------- +
| Samples for physical | | | | |
| chemical analyzes | | | | |
+ --------------------------- + --------- + -------- - + ----------- + ----------- +
Column No .: 1 Number of samples taken for analysis extent at least by monitoring
Table no. 3 of Annex no. 9.
2 Number of samples in which the at least one indicator exceeded the limit *
(MH, NMH).
3 percent of samples exceeded limit values * (MH, NMH) of the number of samples.
4 Percentage of samples exceeded limit values * (NMH) of the number of samples.
* Limits under special legislation.
----------------------------------------------- -----------------------
total number of control points on the networks:
6) OWNER:
See Annex no. 1
7) OPERATOR:
A / natural person:
a) name, first name and surname or business name:
b) date of birth:
c) identification number, if assigned:
d) the address of the registered office or place of residence (postal code, city, street, number
indicative eventually house number):
B / legal entity:
a) Company Name:
b) identification number, if assigned:
c) address of residence (postal code, city code indicative eventually house number):
C / Connections:
Phone: Fax:
e-mail:
8) The water authority:
Name and location of the water authority:
number of the water authority:
-----------------------------------------------
processing ----------------------- Date: Name and surname of the author:
Phone: processor: Place
processing: Employer processor
if different from the owner of the aqueduct:
--------------------------------------- -------------------------------
Notes:
Data must be entered as booked functional, it is an operating unit comprised of one or more distribution
water networks.
The first shall always prevail water distribution network (ie. The highest calculated purchase price
in VUME - 5) economic data.
Identification number of operating records the identification number of the property evidenceuvedené
in the first line of point 1) basic data of this Annex, accompanied by identification number of the operator.
To point 1)
identification number of property registration:
According to Annex no. 1 hereto. On the first line with the identification number of critical distribution
water network.
The point 2)
Population: is automatically transferred and metered based on the data of selected water distribution networks
(RVS) from their property records, it is the Annex No.1.
The item 3)
Balance sheet data:
Water produced and intended for realization:
The quantity of water produced in own buildings for water plus the amount of water taken from another
operator aqueduct, possibly from other organizations, including the quantity of water supplied
another operator aqueduct.
In the event that operated in whole is supplied with water from more treatment (eg. Group conduits)
fills the quantity of water supplied to this area including the resolution of water předanéa taken).
Water taken: The quantity of drinking water taken by the operator tap odjiného operator
tap water, or even from other organizations.
Water transferred: The quantity of drinking water supplied to another operator aqueduct.
Invoiced drinking water: The indicator shows the amount of water invoiced direct customers.
Which is fitted with a water meter measures the amount of deduction meter, which is not determined the amount invoiced water
calculation using the target figures need for water or otherwise pursuant to this Decree.
Water invoiced for households: includes the amount of water supplied to individuals consistently using
water supply and drinking water which serves to satisfy their personal needs (including hot water).
Furthermore includes consumption for kindergartens, nurseries, schools of all types, After School facilities for children
social institutions (retirement homes, orphanages, etc.), Offices, dormitories, apprenticeships homes, student dormitories
, central preparation of hot water for households and others mentioned above.
Water invoiced for others: includes the amount of water supplied for the production potřebuprůmyslové and other
production for agricultural production and water facilities for civic and technical facilities
housing related (eg. Business, and civic facilities technical facilities in connection
housing, cultural and sports facilities, small sports equipment, small businesses, hospitals,
service spa, a sprinkling of public green spaces and roads) and other miscellaneous activities under the home.
Loss of water in the pipe network: reported water losses caused by leakage
pipe joints or valves, as well as water leakage during accidents and overdrafts reservoirs, loss vodyvzniklé inaccuracies
water meters, higher than the corresponding billing subscriptions by the annual target figures and losses due to theft
water.
Own needs water: This is the amount of water used by the operator to the need for flushing operation
water network, sewage network, water consumed in operating the centers and the like.
Other non-invoiced water: The quantity of water serving for other needs, if
this amount of water is not paid by operators. It eg. For water used for fire purposes, etc.
To point 4)
Economic data:
Unit costs of water supply network in CZK / m3 of calculating the price for water customers Aceña drinking water
submitted for the calendar year. These unit costs do not include spojenése sources and water treatment
(from the total unit cost is therefore deducted the costs of supplies and water treatment from the forms in Annex C
no. 19a). It is also possible to use the unit cost directly from the Form D of Annex no. 19a.
In cases of uniform prices for water within the operating units or more operating units are placed
same unit costs for all elements of the water supply network and incoming lines (registration numbers
operational records of water networks and incoming mains).
Price of water without VAT price realized in the place of consumption.
Disorders are given to the individual in the operating records mentioned, elements of water networks and incoming mains
according to reality.
The item 5)
Data on water quality in water distribution network:
completed for a functional unit reported water distribution networks as the sum of all these analyzes
RVS (BASIC INFORMATION Item 1. of this Annex) . In case that was carried out only microbiological or biological
analysis, is given in Table 1 as sample. The sample, which was found to be exceeded, the result does not replace
control analysis. The control sample (usually has a lower range than monitoring) the original sample
indicates the number of analyzes.
The item 6) Owner
Give the owner a decisive asset whose assets are operated and is shown in item 1) basic data
this Annex.
The point 8)
Name and location of the water authority, which selected data are provided.
Appendix 6
SELECTED DATA FROM OPERATING RECORDS water supply and sewerage - BUILD FOR WATER TREATMENT
IDENTIFICATION NUMBER OPERATING RECORDS:
WITH TECHNOLOGY FOR WATER TREATMENT: WITHOUT WATER TREATMENT TECHNOLOGY:
(Water treatment plants) (water disinfection)
1) GENERAL INFORMATION:
Identification number (s) of property records involving assets operated under this Annex:
+ ------- + -------------------------------------- --- +
| row | Identification number ownership records |
+ ------- + -------------------------------------- --- +
| | |
+ ------- + -------------------------------------- --- +
2) The balance sheet data: thous. m3 / year
Water produced in total:
from raw water sources:
Surface Water Technology:
Underground: sludge from the water treatment plant t dry matter / year Infiltration
:
Identification number for surface waters:
Identification Number groundwater sampling:
3) Economic data:
unit cost of one cubic meter of water produced: CZK / m3
Power consumption: MW / year
4) details of the quality of water produced:
Name constructions for water treatment:
+ --------------------------- + --------- + -------- - + ----------- + ----------- +
| Column number | 1 | 2 | 3 | 4 |
+ --------------------------- + --------- + -------- - + ----------- + ----------- +
| Samples for microbiological | | | | |
| and biological analyzes | | | | |
+ --------------------------- + --------- + -------- - + ----------- + ----------- +
| Samples for physical | | | | |
| chemical analyzes | | | | |
+ --------------------------- + --------- + -------- - + ----------- + ----------- +
Column No .: 1 Number of samples taken for analysis of the extent of monitoring at least according to table no. 3
Annex no. 9).
2 Number of samples in which the at least one indicator exceeded the limit * (MH, NMH).
3 percent of samples exceeded limit values * (MH, NMH) of the number of samples.
4 Percentage of samples exceeded limit values * (NMH) of the number of samples.
* Limits under a special law - Decree no. 252/2004 Coll., Laying down the health
requirements for drinking and hot water and the frequency and scope of drinking water control, as amended.
---------------------------------------------------------------------------------------------------------
The number of days with at least one indicator exceeded the limit (MH, NMH)
number of days of the reporting period:
In the case that was made only microbiological and biological analysis, given as 1 sample.
Sample, which were found to be exceeded, the result is not a substitute for control analysis.
Control sample (usually has a lower range than monitoring) the original sample seuvádí the number of analyzes.
5) OWNER:
See Annex no. 1
6) OPERATOR:
See Annex no. 5
7) The water authority:
Name and location of the water authority: Town:
number of the water authority:
-----------------------------------------------
processing ----------------------- Date: Name and surname of the author:
Phone: processor: Place
processing: Employer processor
if different from the owner of the building
Water treatment: -------------------------------------------
---------------------------
Notes:
identification number of operating records the identification number of the property evidenceuvedené in point 1) basic data
this Annex, accompanied by ICO operator.
To point 1)
identification number of property registration:
According to Annex no. 2 hereof.
The point 2)
Balance sheet data:
Water produced in total (in our own building water treatment): The indicator shows the total amount of water
produced in their own water management facilities and delivered to the network, including unbilled water,
loss of water in the pipe network, own water needs and other invoiced water.
Water Technology: Includes the amount of water needed for technological purposes of water production recorded in
building, for example. For draining wells, siphons, tanks in water treatment plants, filter washing. Excludes
into water produced.
Identification number of water abstraction:
According to § 22 of Act no. 254/2001 Coll. on waters and amending some laws (the Water Act) and its implementing
Decree no. 431/2001 Coll.
The item 3)
Unit costs (per 1 m3) of water produced: indicator includes complete their own costs relating
only the production and not transport. This is an indication of the form C according to Annex no. 19a.
Power consumption includes its consumption in the construction of water treatment including consumption
pumping water from the source to the water treatment plant, from the plant into the water reservoir, if it is part of a water treatment plant, etc.
Excludes consumption of electricity at for pumping water transport network.
The item 7)
Name and location of the water authority, which selected data are provided.
Příl.7
SELECTED OPERATING DATA FROM THE EVIDENCE AND SEWAGE WATER - SEWER SEWER
IDENTIFICATION NUMBER OPERATING RECORDS:
Sewerage system (the name used):
1) GENERAL INFORMATION:
Identification number (s) of property records involving operated assets (ie. A functional unit).
For critical networks to give her name:
+ ----- + ---------------------------------------- --------------------------------- +
| Row | Identification number ownership records |
+ ----- + ---------------------------------------- --------------------------------- +
| 1 | The first line of critical network (the one with the highest current cost) |
+ ----- + ---------------------------------------- --------------------------------- +
| 2 ||
+ ----- + ---------------------------------------- --------------------------------- +
| 3 ||
+ ----- + ---------------------------------------- --------------------------------- +
| 4 | |
+ ----- + ---------------------------------------- --------------------------------- +
| ... ||
+ ----- + ---------------------------------------- --------------------------------- +
2) POPULATION:
Population residing in odkanalizovaných municipalities or parts thereof:
Population connected to the sewer system to the wastewater treatment plant (WWTP)
Population connected to sewerage networks available outlets:
3) connected to the wastewater treatment plant (WWTP)
Identification number ownership records of the WWTP, which is connected to the sewer network:
Identification Number wastewater discharges from wastewater treatment plants appropriate:
4) The balance sheet data: thous. m3
Waste water discharged into the sewer network invoiced total:
Of which:
households (sewage)
Services:
stormwater invoiced:
Of the discharged wastewater invoiced:
wastewater discharged directly into the sewer system water. recipient (free outlets)
done wastewater sewer network to the WWTP:
Discharged wastewater pollution from all available outlets in total tonnes / year (directly into the receiving water)
BSK5: Suspended solids: CHSKCr:
Nitrogen ammonia: Nitrogen total Phosphorus total:
In justified cases:
RAS (dissolved inorganic salts) AOX (absorbable organic halogens):
Mercury: Cadmium:
Identification numbers wastewater discharges from individual free outlets:
5) ECONOMIC AND TECHNICAL DATA:
The unit cost of sewer network: CZK / m3
disorders sewer network: number:
6) Data on quality of waste water discharged from free diffusers:
Name crucial area:
Municipality:
Cadastral location of the sewer network:
+ ------------------- + -------------- + ----------- --- + --------------- +
| Identification Number | Number | Number of samples | Percentage of samples |
| Property records | analyzed | substandard | substandard |
| | Waste samples | year i.e. | year i.e. |
| | Water per year | exceeding | exceeding |
| | All | the value of p | p value |
| | Loose outlets | at least | at least |
| | Total | 1 in the indicator | in 1 indicator |
+ ------------------- + -------------- + ----------- --- + --------------- +
| | | | |
+ ------------------- + -------------- + ----------- --- + --------------- +
The number of available outlets into receiving water:
7) OWNER:
See Annex no. 1
8) OPERATOR:
See Annex no. 5
9) The water authority:
Name and location of the water authority:
identification number of the water authority:
----------------------------------------------- --------------------------
processing Date: Name and surname of the author:
Phone: processor: Place
processing: Employer processor, if
different from owner sewers:
----------------------------------------- --------------------------------
Notes:
Data must be entered as booked functional, it is an operating unit comprised of one or more of sewerage networks.
The first shall always prevail sewer network with the highest calculated cost of VUME
KAN - 5) economic data.
Identification number of operating records the identification number of the property in the first row evidenceuvedené
point 1) basic data of this Annex, accompanied by identification number of the operator.
To point 1)
identification number of property registration:
According to Annex no. 3 hereto. On the first line with the identification number of decisive assets.
The item 3)
Identification Number wastewater treatment:
number of the water authority - cadastral area code location of the wastewater treatment plant - Identification of the owner -
character for the wastewater treatment plant.
Identification Number wastewater discharges:
According to § 22 of Act no. 254/2001 Coll., On waters and amending some laws (the Water Act) and implementing Decree No.
. 431/2001 Coll.
To point 4)
Balance sheet data:
Waste water discharged into the sewer network invoiced total:
includes the total amount of discharged wastewater invoiced direct customers (
without cooling water, water for air conditioners water withholding of unbilled water ballast) that
sewerage is discharged directly into surface waters (free outlets) or are diverted to the wastewater
wastewater.
Where is fitted with a water meter, determining the amount of waste water discharged by subtracting meter for drinking water, possibly
direct measurement drain. Where the meter does not proceed in accordance with § 29, 30 and 31 of the Decree. Measurement
discharged wastewater specified in § 19 of the Act.
Waste water invoiced for households (sewage)
includes wastewater produced in the explanation given in Annex no. 5 to Section 3
Another type of water distribution is the same as specified in Annex no. 5 point 3) Balance sheet data decrees.
Water withholding invoiced according to § 20 para. 6 of the Act no. 274/2001 Coll., On water and sanitation.
Discharged wastewater pollution from all available outlets in total tonnes / year (directly into the receiving water)
calculation of average concentrations is made from all analysis results wastewater. In the case of analyzes
less than 24 per year using the arithmetic mean of the results of all analyzes vody.Při higher number of analyzes
is necessary to calculate the average annual concentration calculate the standard deviation -see § 2 para. 6 b)
Government Regulation no. 143/2012 Coll.
The annual volume of discharges is determined by measurement (see § 4 of the Government Decree no. 143/2012 Coll.).
If you can not measure the volume of wastewater discharged with sufficient credibility, can determine the annual amount of pollution
theoretical calculation. Pollution tonnes / year is calculated as follows: average annual koncentracenásobena
annual volume of wastewater discharged and the appropriate units.
The calculations are identical to the process used for reporting prostřednictvímintegrovaného system
reporting compliance (ISPOP).
The item 5)
economic and technical data:
Unit costs sewer (sewer) network, in CZK / m3 from the calculation of prices for stočnéodběratelů and prices
for removing waste water supplied to another operator for the calendar year .
These unit costs do not include costs associated with wastewater treatment (from the total unit costs
therefore deducted the cost of wastewater treatment in Annex F forms. 19a. It can also be used
unit costs directly from the form E - transport of waste water in accordance with Annex C.19.
in the case of a uniform price for sewerage within the operating units or more operating units are reported
same unit costs for all elements of the sewer network and incoming sewers (registration numbers operating
evidence of sewerage networks and incoming sewers).
Price for sewage tariffs are exclusive of VAT at the place of production wastewater.
disorders are given to the individual in the operating records mentioned, elements of the sewer network and incoming sewers by
facts.
the item 6)
data quality of discharged wastewater outfalls free:
completed summing performed analyzes for all free outlets vykazovanéhofunkčního whole
sewer network.
P ... allowable concentration value from the analysis of mixed samples of waste water discharged by
§ 6 and § 7 para. 1 of Decree no. 61/2003 Coll., On indicators and values of permissible pollution of surface waters
and wastewater treatment, details of the permit to discharge wastewater into surface
and sewerage systems and sensitive areas.
Analyzed sample -. Composite samples in accordance with Annex no. 4 tab. 1 of Decree no. 61/2003 Coll.
Amended.
The item 7)
Owner Give the owner a decisive asset whose assets are operated and referred to in item 1) The basic data of this Annex.
The item 9)
Name and location of the water authority, which selected data are provided.
Příl.8
SELECTED OPERATING DATA FROM THE EVIDENCE AND SEWAGE WATER - WASTEWATER TREATMENT PLANTS
IDENTIFICATION NUMBER OPERATING RECORDS:
SEWAGE TREATMENT PLANT:
1) GENERAL INFORMATION:
Identification number (s) of property records involving assets operated under this Annex:
+ ------- + -------------------------------------- ------------ +
| row | Identification number ownership records |
+ ------- + -------------------------------------- ------------ +
| | |
+ ------- + -------------------------------------- ------------ +
2) POPULATION:
Population residing in municipalities or parts thereof odkanalizovaných on
wastewater treatment plant:
Population connected to wastewater treatment plants:
Number of equivalent inhabitants connected to wastewater treatment water:
3) balance sheet data: thous. m3
amount of treated wastewater in total (including precipitation, cooling, water
for air conditioners and water ballast)
Of which: households (sewage)
Industry:
Agriculture and other:
Withholding invoiced:
Of which only mechanically:
mechanical - bio:
scraping technology (tertiary)
The amount of waste water discharged from wastewater treatment plants into receiving waters per year:
Pollution wastewater in the inflow to the WWTP (t / year)
BSK5: Suspended solids: CHSK9:
Nitrogen ammonia: Nitrogen total Phosphorus total:
RAS (dissolved inorganic salts): AOX (adsobovatelné organic halogens):
Mercury: Cadmium:
Pollution of wastewater discharged into receiving waters (t / year)
BSK5: Suspended solids: CHSKCr:
Nitrogen ammonia: Nitrogen total Phosphorus total:
RAS (dissolved inorganic salts): AOX (adsobovatelné organic halogens):
Mercury: Cadmium:
Identification number of waste water discharge:
The use and disposal of sludge (t dry matter / year)
Direct application to farm and forest land:
composting landfill
:
combustion: Reclamation
:
transport to another wastewater treatment plant for processing:
4) ECONOMIC AND TECHNICAL SPECIFICATIONS:
Unit costs for wastewater treatment given WWTP: CZK / m3
Power consumption: MWh
5) Data on quality of waste water discharge:
Name wastewater treatment plant:
Property identification number registration number of the analyzed samples of waste water per year Number of samples non-compliant per year ie. In excess of the value of p at least one indicator
percentage of unsatisfactory samples per year, ie. In excess of the value of p at least one indicator
----------------------------------------------- ------------------------------------------------- | || Identification Number Number Number of samples Procentovzorků
property records analyzed substandard year, nonconforming per year
samples of waste ie. value exceeding ie. value exceeding
of water per year, p least one indicator p least one indicator
---------------------------------- -------------------------------------------------- ------------
----------------------------------------------- ------------------------------------------------- | ||
6) OWNER:
See Annex no. 1
7) OPERATOR:
See Annex no. 5
8) The water authority:
Name and location of the water authority: Town:
number of the water authority:
-----------------------------------------------
processing --------------------- Date: Name and surname of the author:
Phone: processor: Place
processing: Employer processor
if different from the owner sewage
wastewater:
-------------------------------------------- ------------------------
Notes:
Identification number of operating records the identification number of the property evidenceuvedené in point 1)
basic data of this Annex, accompanied by ICO operator.
To point 1)
identification number of property registration:
According to Annex no. 4 hereof.
The item 3)
Balance sheet data:
amount of treated wastewater: Lists the total amount of waste vodčištěných
in sewage treatment plants. It is irrelevant whether any amount of wastewater passed through all stages of treatment. If
are also fed to the wastewater rainwater, then the amount započítávájen in that case, if
pass at least a mechanical stage. For the resolution (only mechanically, mechanically and biologically, refining)
indicates the amount of wastewater that has undergone said step as konečnýmstupněm cleaning.
The amount of treated water is not counted in the separated water overflow chambers and similar establishments
before reaching the wastewater treatment plant.
The amount of waste water discharged from wastewater treatment plants into receiving water: The total amount of water discharged into surface waters
(including water cooling, air conditioners, water, special, withholding water and ballast).
Pollution wastewater in the inflow to the WWTP and pollution of wastewater discharged into receiving waters (t / year)
calculation of average concentrations is made from all analysis results wastewater. In the case of analyzes
less than 24 per year using the arithmetic mean of the results of all analyzes vody.Při higher number of analyzes
it is necessary to calculate the average annual concentration calculate the standard deviation - see
§ 2. 6 point. b) Government Decree no. 143/2012 Coll.
The annual volume of discharges is determined by measurement. If the gauge is not installed, provides
volume of waste water based on single measurements. Discontinuous measurements were performed at an average flow conditions
excluding the results of the measured values at dlouhotrvajícíchdeštích
or immediately after them. Calculating the amount of wastewater discharged without measurement is performed according to § 30 of the Decree. Pollution
t / year is calculated as follows: average annual concentration multiplied by the yearly volume of wastewater discharged and
in the appropriate units.
The calculations are identical to the process used for reporting prostřednictvímintegrovaného system
reporting compliance (ISPOP).
Identification Number wastewater discharge
According to § 22 of Act no. 254/2001 Coll. on waters and amending some laws (the Water Act) and implementing Decree No.
. 431/2001 Coll.
To point 4)
technical and economic data
Unit costs in CZK per one cubic meter of treated wastewater: includes full pointer own costs
that apply only to waste water rather than transport. It is a form F under Annex no. 19a.
Power consumption includes its consumption at cleaning sewage water pumping včetněspotřeby
the WWTP site. Excludes consumption of electricity for pumping to transport wastewater within the sewage network.
The item 5)
data on the quality of waste water discharged
completed for each wastewater treatment plant.
P ..... permissible concentration value from the analysis of mixed samples of water, according vypouštěnýchodpadních
§ 6 and 7, paragraph. 1 of Decree no. 61/2003 Coll., On indicators and values of permissible pollution of surface
water and wastewater, details of the permit to discharge wastewater into surface waters
and sewerage systems and sensitive areas.
Analyzed sample ........ mixed samples in accordance with Annex no. 5 Tab. 1 of Decree no. 61/2003 Coll.
Amended.
The item 6)
Owner:
Enter the ID of the owner whose property is operated and is shown in item 1) basic data of this Annex.
The point 8)
Name and location of the water authority, which selected data are provided.
Příl.9
TECHNICAL INDICATORS FOR WATER QUALITY CONTROL PLAN DURING PRODUCTION OF DRINKING WATER
PART 1
Sampling points in control profiles
WITH WATER TECHNOLOGY ADJUSTMENTS (water treatment plant)
A) inflow of raw water used for drinking water treatment,
b) water undergoing treatment technological line (operational analysis)
c) output produced water from the water treatment plant,
d) reservoirs | ||
WITHOUT WATER TECHNOLOGY ADJUSTMENTS (ONLY disinfected)
A) raw water inflow before health security,
b) output produced water, health insurance,
c) reservoirs
PART 2
Minimum Required analysis
Table. 1
Removing complete analysis of raw water
+ --------------------------- + ----------- + ------ - + -------------------------- +
| serial | indicator | symbol | unit |
| number | | | |
| indicators | | | |
+ --------------------------- + ----------- + ------ - + -------------------------- +
| 1st | Reaction water | pH | |
| 2nd | Colour (after filtering) | | mg / l Pt |
| 3rd | Suspended solids DM. | NL | mg / l |
| 4th | temperature | T | C |
| 5th | conductivity | K | mS / m |
| 6th | Pach | | acceptable / unacceptable |
| 7th | nitrates | NO3- | mg / l |
| 8th | Fluoride F | mg / l |
| 9th | Adsorbable organic | AOX | mg / l |
| | bound halogeny1) | | |
| 10th | Total iron | Fe | mg / l |
| 11th | Mangan | Mn | mg / l |
| 12th | copper | Cu | mg / l |
| 13th | zinc | Zn | mg / l |
| 14th | boron | B | mg / l |
| 15. | Berylium1) | Be | mg / l |
| 16. | Kobalt1) | what | mg / l |
| 17. | nickel | ni | mg / l |
| 18. | Vanad1) | V | mg / l |
| 19th | Arsen | as | mg / l |
| 20. | cadmium | cd | mg / l |
| 21. | Chromium (all) | Cr | mg / l |
| 22nd | lead | Pb | mg / l |
| 23. | Selen1) | in | mg / l |
| 24th | mercury | Hg | mg / l |
| 25. | Baryum1) | ba | mg / l |
| 26th | All cyanides | CN- | mg / l |
| 27. | sulphates | SO42- | mg / l |
| 28th | chloride | Cl | mg / l |
| 29. | Anionic Surfactants | PAL-A | mg / l |
| 30. | phosphates | PO43- | mg / l |
| 32. | Hydrocarbons C10-C40 | C10-C40 | mg / l |
| 33. | Polycyclic aromatic | PAU | mg / l |
| | hydrocarbons | | |
| 34. | Pesticidal compound total | PLC | mg / l |
| 35. | Chemical oxygen | CHSKMn | mg / l |
| | permanganate | | |
| 36. | Oxygen saturation | % O2 | % |
| 37. | Biochemical | BSK5 | mg / l |
| | Oxygen exclusion | | |
| | nitrification | | |
| 38. | Total nitrogen | Ncelk. | mg / l |
| 39. | Ammonium | NH4 + | mg / l |
| 42. | Humic substances1) | HL | mg / l |
| 43. | Coliforms | KB | Cfu / 100 ml |
| 44. | Thermotolerant coliform | TKB | Cfu / 100 ml |
| | bacteria | | |
| 45. | Fecal streptococci | FS | Cfu / 100 ml |
| | (Enterococci) | | |
| 46. | Salmonely1) | SAL | CFU / 1000 ml |
| | | | or CFU / 5000 ml |
| 47. | Microscopic picture: | | |
| | The number of organisms | PO | individuals / ml |
| 48. | Chemical oxygen | CHSKCr | mg / l |
| | dichromate | | |
| 49. | Phosphorus total | Ptotal. | mg / l |
| 50. | Pesticide single 1) | PJ | g / l |
| 51. | Aluminum 1) | Al | mg / l |
+ --------------------------- + ----------- + ------ - + -------------------------- +
Notes to Table. 1:
1) shall be determined solely in connection with possible or proven occurrence in the source avždy
during the first classification of raw water into categories according to § 22nd
proven occurrence, means the concentration exceeding the limit hodnotuuvedenou
in Appendix . 13 in table. 1 category A1.
Serial number of indicators:
Indicator no. 33 is expressed as the sum of the concentrations (benzo (b) fluoranthene, benzo (k) fluoranthene, benzo
(ghi) perylene, indeno (1,2,3-cd) pyrene, benzo (a) pyrene.
indicator no. 34 is expressed as a sum of individual pesticides. it is the pesticides which
is likely to be present in the raw water, according to the pesticides used in the given area.
indicator no. 50: monitor all individual pesticides with the likely occurrence in raw water.
Table. 2
complete analysis of drinking water (OUT oF BUILDINGS FOR wATER TREATMENT OR WITHOUT RESOURCES water treatment technology) | ||
a. Microbiological and biological indicators
+ ----------- + -------------------- ------- + -------- + -------------------------- +
| Serial | indicator | Symbol | unit |
| number | | | |
| indicators | | | |
+ ----------- + ---------- ----------------- + -------- + ----------------------- --- +
| first | Clostridium perfringens | | cfu / 100 ml |
| second | Enterococci | EK | cfu / 100 ml |
| 3rd | Escherichia coli | EC | Cfu / 100 ml |
| 4th | Coliforms | KB | Cfu / 100 ml |
| 5th | Microscopic picture: | A | % |
| | abioseston | | |
| 6th | Microscopic picture: | PO | Individuals / ml |
| | the number of organisms | | |
| 7th | Microscopic picture: | ZO | Individuals / ml |
| | living organisms | | |
| 8th | The numbers of colonies at 22 ° C | PB | Cfu / ml |
| 9th | The numbers of colonies at 36 ° C | MB | Cfu / ml |
| 10th
+ ----------- + --------------------------- + ---- ---- + -------------------------- +
B. Physical, chemical and organoleptic indicators
+ --------------------------- + ----------- + ------ - + -------------------------- +
| 11th | 1,2-dichloroethane | | mg / l |
| 12th | acrylamide | | mg / l |
| 13th | Ammonium | NH4 + | mg / l |
| 14th | antimony | sb | mg / l |
| 15. | Arsen | as | mg / l |
| 16. | color | | mg / l Pt |
| 17. | benzene | | mg / l |
| 18. | Benzo [a] pyrene | BaP | mg / l |
| 19th | beryllium | Be |
| 20. | Bor | B | mg / l |
| 21. | bromate | BrO3- | mg / l |
| 22nd | Total organic carbon | TOC | mg / l |
| 23. | nitrates | NO3- | mg / l |
| 24th | nitrites | NO2 | mg / l |
| 25. | | | |
| 26th | Fluoride | F | mg / l |
| 27. | aluminum | Al | mg / l |
| 28th | magnesium | mg | mg / l |
| 29. | Chemical oxygen | CHSKMn | mg / l |
| | (Permanganate) | | |
| 30. | Chlorine free | Cl 2 | mg / l |
| 31. | Chloroethene (vinyl chloride) | | mg / l |
| 32. | chloride | Cl | mg / l |
| 33. | chlorite | ClO2- | mg / l |
| 34. | chromium | Cr | mg / l |
| | | | |
| 36. | cadmium | cd | mg / l |
| 37. | conductivity | K | mS / m |
| 38. | Cyanides total | CN- | mg / l |
| 39. | Mangan | Mn | mg / l |
| 40. | copper | Cu | mg / l |
| 41. | Microcystin-LR | MC-LR | mg / l |
| 42. | nickel | ni | mg / l |
| 43. | lead | Pb | mg / l |
| 44. | ozone | O3 | mg / l |
| 45. | Pach | | acceptable / unacceptable |
| 46. | Pesticidal substances | PL | mg / l |
| | (Single) | | |
| 47. | Pesticidal compound total | PLC | mg / l |
| 48. | pH | pH | |
| 49. | Polycyclic aromatic | PAU | mg / l |
| | hydrocarbons | | |
| 50. | mercury | Hg | mg / l |
| 51. | selenium | in | mg / l |
| 52. | sulphates | SO42- | mg / l |
| 53. | sodium | on | mg / l |
| 54. | silver | Ag | mg / l |
| 55. | tetrachlorethen | PCE | mg / l |
| 56. | trihalomethanes | THM | mg / l |
| 57. | trichloroethene | TCE | mg / l |
| 58. | trichloromethane | | mg / l |
| | (Chloroform) | | |
| 59. | calcium | Ca | mg / l |
| 60. | Calcium and magnesium | Ca + Mg | mmol / l |
| 61. | Haze | Z | ZF (t, n) |
| 62. | iron | Fe | mg / l |
+ --------------------------- + ----------- + ------ - + -------------------------- +
C. Other indicators
+ --------------------------- + ----------- + ------ - + -------------------------- +
| 64. | Acid neutralizing | KNK4,5 | mmol / l |
| | capacity to pH 4.5 | | |
| 65. | Alkaline neutralization | ZNK8,3 | mmol / l |
| | capacity to pH 8.3 | | |
| 66. | Humic substances | HL | mg / l |
+ --------------------------- + ----------- + ------ - + -------------------------- +
Notes to Table no. 2: Serial number of indicators
:
1,6,7,11,17,18,31,41,55,56,57,58 determined to waters groomed from povrchovýchzdrojů
and groundwater suspected contamination
water surface.
12 is determined by calculation; determination is carried out only if
when dosed acrylamide polymer in the water treatment process.
22 does not have to determine the sources of produkujícíchméně than 10,000 cubic meters of water a day.
30 sets only if water disinfection agents containing chlorine.
31 provides only for calculating the residual monomer concentration in the case
the possibility of its occurrence.
33, 44 is determined only when the chlorine dioxide or ozone.
41 is determined by drinking water from treated surface water. Since the determination may be waived
where it is listed in the operating rules of proper procedure which ensures that potential
cyanotoxins occurrence in drinking water will be underpinning and then will be taken
timely and effective measures to prevent threats to public health.
46 different pesticides are determined with the likely occurrence of a given resource.
47 Sum individually identified and quantitatively detected pesticides
49 Amount of specific compounds: benzo (b) fluoranthene,
benzo (k) fluoranthene, benzo (ghi) perylene, indeno (1,2,3-cd) pyrene.
53 sets in the event that the output of the water treatment plant serves as one tapping
instead of water distribution networks.
54 is determined by water disinfected silver salts and water groomed
device containing silver.
Sum 56 found concentrations of chloroform, bromoform, dibromochloromethane
and bromodichloromethane.
66 sets only in the event of the surovévodě.
Table no. 3
MONITORING AND ANALYSIS OF CRUDE produced water
----------------------------------------------- ---------------------
Sequence Sequence Indicator Unit
number of indicators full
monitor. analysis
analysis (Tab. no. 2)
--------------------------------------- -----------------------------
1. 3. Escherichia coli cfu / 100 ml
2. 4. Coliforms cfu / 100 ml
3. 2. Enterococci cfu / 100 ml
4. 8. The number of colonies at 22 ° C CFU / ml
5. 9. The numbers of colonies at 36 ° C CFU / ml
6. 7. The microscopic image Individuals / ml
(Living organisms) 1)
7. 6. Microscopic image of Individuals / ml
(Number of organisms) 1)
8. 5. Abioseston1)%
9th 39. Manganese mg / l
10th 23rd Nitrates mg / l
11th 24th Nitrite mg / l
12th 30th Chlorine volný2) mg / l
13th 27th Aluminum mg / l
14th 13th Ammonium mg / l
15th 32. Chlorides mg / l
16th 37. Conductivity mS / m
17th 48. pH
18th 52. Sulphate mg / l
19th 16th Color mg / l Pt
20th 45. The smell of acceptable /
unacceptable 21st 61. Haze ZFn or ZFT
22nd 63. Iron mg / l
23rd 29th Chemical Oxygen mg / l
(Permanganate)
24th 60. Calcium mg / l
25th 28th Magnesium mg / l
26th 61. Calcium and Magnesium mmol / l
27th 64. The acid neutralizing mmol / l
capacity to pH 4.5
28th 65. The basic neutralizing mmol / l
capacity to pH 8.3
29th 66. Humic substances1) mg / l
30th - Absorbance A1 254 3)
31st - Suspended substances1) mg / l
32nd - Fosforečnany1) mg / l
33rd - BOD5 1) mg / l
34th - Saturation kyslíkem1)%
Notes indicators Table no. 3:
1) Determine the only raw water. U produced water only as needed depending on
quality of raw water.
2) free chlorine or other disinfectants used činidlo- determined only by the water produced.
3) is determined as an indicator value for a decision on an analysis of other indicators, from
it reaches 254 A1 = 0.08.
Extension of the scope of the monitoring and traffic analysis:
If, upon a full analysis of produced water according to Table. 2 or in the water mains occurrence
any indicator with a value greater than 75% of the limit value for drinking water supplied to consumers ,
must be on this indicator expanded monitoring and analysis of raw water produced. (table 3)
possibly operational analysis. (table 4).
The monitoring of this indicator is consistent with the prescribed frequency monitoring analysis by
hereof.
Table no. 4
OPERATIONAL ANALYSIS OF CRUDE AND MANUFACTURED WATER
The range of technological operations management
The table gives typical indicators for operational analysis. Selecting indicators expansion by other indicators
determined by the operator depending on the nature and complexity of the water treatment technology.
+ --------------------------- + -------- +
| Surface water | |
+ --------------------------- + -------- +
| | C |
+ --------------------------- + -------- +
| water | |
+ --------------------------- + -------- +
| Oxygen | mg / l |
| permanganate | |
+ --------------------------- + -------- +
| New neutralizing | mmol / l |
| capacity to pH 4.5 | |
+ --------------------------- + -------- +
| | mg / l |
+ --------------------------- + -------- +
| | mg / l |
+ --------------------------- + -------- +
| | mg / l |
+ --------------------------- + -------- +
| microbiological and | |
| Biological indicators 2) | |
+ --------------------------- + -------- +
| Disinfecting agent | mg / l |
+ --------------------------- + -------- +
+ --------------------------- + -------- +
| Groundwater | |
+ --------------------------- + -------- +
| temperature | C |
+ --------------------------- + -------- +
| Reaction water | |
+ --------------------------- + -------- +
| iron | mg / l |
+ --------------------------- + -------- +
| Mangan | mg / l |
+ --------------------------- + -------- +
| Forms dioxide | mg / l |
+ --------------------------- + -------- +
| Chemical consumption | mg / l |
| Oxygen permanganate | |
+ --------------------------- + -------- +
| Selected microbiological and | |
| Biological indicators 2) | |
+ --------------------------- + -------- +
| Disinfecting agent | mg / l |
+ --------------------------- + -------- +
Notes to Table no. 4:
1) shall be determined by the used coagulant or occurrence in raw water.
2) Regular monitoring of microscopic image with increased biological oživenísurové surface water
will be conducted depending on the length of the period and the nature of the biological recovery of water.
OPERATIONAL ANALYSIS between technological DEGREE
First The frequency and scope of operational analyzes between different technological stupniurčuje operator
categories by size and complexity of treatment. These analyzes must ensure the proper operation of the water treatment plant and
sources without modification.
Second Methods for determining the characteristics of their accuracy and sensitivity determine provozovatel.Místa sampling
are determined by the method of water treatment technology and composition of technological lines of water treatment.
Third Technological tests (especially in determining the dosage of chemicals) for the proper operation of the operator
determined by the needs and the complexity of the technology.
Fourth For analysis, it is possible to use mobile analysis kits which provide the desired accuracy and precision
analyzes.
PART 3
The minimum frequency of sampling and analysis
A) raw water
First Samples of raw water is collected prior to the first technological intervention.
Second If the raw water is supplied from a number of water sources, sampled both individual
sources and mixtures thereof. Checking individual sources shall be conducted if there is an abnormal change
mixed raw water quality. In this case, the specified minimum extent and frequency analyzes relating
resulting mixture of raw water.
Table no. 5
WATER edited
The minimum frequency of sampling and analysis of raw water
+ --------------- + ----------------- + ------------ ------------------------- +
| | | Frequency / year |
| | + ----------- + ------------ + ------------ +
| Water volume | Number | operating | monitoring | complete analysis |
| Produced | supplied | analysis | analysis | (Tab. No. 1) |
| M3 / day | population | (Tab. No. 4) | (Tab. No. 3) | |
| | (At 200) | | | |
+ --------------- + ----------------- + ----------- + ------------ + ------------ +
| 100 | 500 | x | 1 | x |
+ --------------- + ----------------- + ----------- + ------------ + ------------ +
| 101-1 000 | 501-5 000 | 6 | 2 | 1 |
+ --------------- + ----------------- + ----------- + ------------ + ------------ +
| 1001 - 4000 | 5001 - 20000 | 26 | 4 | 1 |
+ --------------- + ----------------- + ----------- + ------------ + ------------ +
| 4001 - 10000 | 20 001 to 50 000 | 26 | 8 | 2 |
+ --------------- + ----------------- + ----------- + ------------ + ------------ +
| 10 001 to 20 000 | 50 001-100 000 | 104 | 12 | 2 |
+ --------------- + ----------------- + ----------- + ------------ + ------------ +
| 20 001-30 000 | 100 001 to 150 000 | 365 | 12 | 4 |
+ --------------- + ----------------- + ----------- + ------------ + ------------ +
| 30 000 | above 150000 | x | 24 | 4 |
+ --------------- + ----------------- + ----------- + ------------ + ------------ +
| x frequency and scope determined individually by the operator of the type of source |
+ ---------------------------------------------- ------------------------- +
Table no. 6
WATER WITHOUT MODIFICATIONS
The minimum frequency of sampling and analysis of raw water
+ --------------- + ----------------- + ------------ --- + --------------- +
| | | Frequency / year | |
| | + --------------- + --------------- +
| Water volume | Number | Monitoring | |
| Made | supplied | analysis | |
| M3 / day | Population (at | (tab. No. 3) | |
| | 200 l / capita / day) | | |
+ --------------- + ----------------- + ------------ --- + --------------- +
| 100 | 500 | 1 | x |
+ --------------- + ----------------- + ------------ --- + --------------- +
| 101-1 000 | 501-5 000 | 2 | 1 |
+ --------------- + ----------------- + ------------ --- + --------------- +
| 1001 - 4000 | 5001 - 20000 | 4 | 1 |
+ --------------- + ----------------- + ------------ --- + --------------- +
| 4001 - 10000 | 20 001 to 50 000 | 8 | 1 |
+ --------------- + ----------------- + ------------ --- + --------------- +
| 10 001 to 20 000 | 50 001-100 000 | 12 | 1 |
+ --------------- + ----------------- + ------------ --- + --------------- +
| 20 001-30 000 | 100 001 to 150 000 | 12 | 1 |
+ --------------- + ----------------- + ------------ --- + --------------- +
| 30 000 | above 150000 | x | x |
+ --------------- + ----------------- + ------------ --- + --------------- +
| x frequency and scope required by the operator individually | |
| by type of source | |
+ ---------------------------------------------- --- + --------------- +
Note to Table no. 6:
Table. 6 applies to surface water and water from underground sources, suspected to surface water contamination
full analysis of raw water is made only in if it is determined at a full analysis of produced water
according to table no. 2 or the water network, the occurrence of a characteristic with a value greater than 75%
limits for drinking water supplied to consumers.
, Unless it is part of the monitoring indicator analysis.
In the event that it is proven no change in water quality traffic, may be reported as an analysis of the raw water
sample collected in the distribution water supply network closest to the source (valid for category 500
supplied inhabitants).
B) made water
WATER edited
First Samples of the water were taken at the outlet of the final stage of treatment vodyběhem steady operation.
Second In case of proven consistent quality of raw water from groundwater sources used can reduce the frequency of operational analysis
half.
Table no. 7
The minimum frequency of sampling and analysis of produced water
+ --------------- + ----------------- + ------------ ------------------------- +
| | | Frequency / year |
| | + ----------- + ------------ + ------------ +
| Water volume | Number | operating | monitoring | complete analysis |
| Made | supplied | analysis | analyze | (tab. No. 2) |
| M3 / day | inhabitants (when | (Tab. No. 4) | (Tab. No. 3) | |
| | 200 l / cap / day) | | | |
+ --------------- + ----------------- + ----------- + ------------ + ------------ +
| 100 | 500 | x | 2 | 1 every 2 years |
+ --------------- + ----------------- + ----------- + ------------ + ------------ +
| 101-1 000 | 501-5 000 | 12 | 4 | 1 |
+ --------------- + ----------------- + ----------- + ------------ + ------------ +
| 1001 - 4000 | 5001 - 20000 | 52 | 8 | 1 |
+ --------------- + ----------------- + ----------- + ------------ + ------------ +
| 4001 - 10000 | 20 001 to 50 000 | 52 | 16 | 2 |
+ --------------- + ----------------- + ----------- + ------------ + ------------ +
| 10 001 to 20 000 | 50 001-100 000 | 104 | 52 | 2 |
+ --------------- + ----------------- + ----------- + ------------ + ------------ +
| 20 001-30 000 | 100 001 to 150 000 | 365 | 52 | 4 |
+ --------------- + ----------------- + ----------- + ------------ + ------------ +
| 30 000 | above 150000 | x | x | x |
+ --------------- + ----------------- + ----------- + ------------ + ------------ +
| x frequency determined individually by the operator of the type of water source. |
| The frequency may be lower than for any lower population |
+ ---------------------------------------------- ------------------------- +
Table no. 8
The minimum frequency of sampling and analysis on the content of free chlorine
(Or another disinfectant) U produced water
+ --------------------- + ------------------------ ------------------------- +
| | Frequency control the content of the disinfectant / day |
| + ------------------------------------------------- +
| number supplied | Water supply |
+ --------------------- + ------------------------ + ------------------------ +
| residents | underground | surface |
+ --------------------- + ------------------------ + ------------------------ +
| 500 | X | X |
+ --------------------- + ------------------------ + ------------------------ +
| 501-5 000 | 2 times a week | 1 x per day |
+ --------------------- + ------------------------ + ------------------------ +
| 5001-20 000 | 1 x per day | 3 times a day |
+ --------------------- + ------------------------ + ------------------------ +
| over 20000 | 3 times a day | X |
+ --------------------- + ------------------------ + ------------------------ +
| X frequency determined by the operator according to the quality and composition variability |
| water source. It is appropriate automatic measurement and registration of residual |
| content disinfectants. |
+ ---------------------------------------------- ------------------------- +
WATER WITHOUT MODIFICATIONS
First Samples of the water were taken at the outlet after disinfection during steady state operation.
Second In the case of intermittent operation or disinfecting direct to the source or reservoir can be substituted instead of the effluent
sampling from the nearest storage tank or network.
Third Content control disinfectant determined individually by the operator of the method of disinfection and
number of supplied inhabitants.
Table no. 9
The minimum frequency of sampling and analysis of produced water
+ --------------- + ----------------- + ------------ ------------- +
| | | Frequency / year |
| | + ------------ + ------------ +
| Water volume | Number | Monitoring | complete analysis |
| Produced | supplied | analysis | (Tab. No. 2) |
| M3 / day | Population (at | (tab. No. 3) | |
| | 200 l / capita / day) | | |
+ --------------- + ----------------- + ------------ + ------------ +
| 100 | 500 | 2 | 1 every 2 years |
+ --------------- + ----------------- + ------------ + ------------ +
| 101-1 000 | 501-5 000 | 4 | 1 |
+ --------------- + ----------------- + ------------ + ------------ +
| 1001 - 4000 | 5001 - 20000 | 8 | 1 |
+ --------------- + ----------------- + ------------ + ------------ +
| 4001 - 10000 | 20 001 to 50 000 | 16 | 2 |
+ --------------- + ----------------- + ------------ + ------------ +
| 10 001 to 20 000 | 50 001-100 000 | 52 | 2 |
+ --------------- + ----------------- + ------------ + ------------ +
| 20 001-30 000 | 100 001 to 150 000 | 52 | 4 |
+ --------------- + ----------------- + ------------ + ------------ +
| 30 000 | above 150000 | x | x |
+ --------------- + ----------------- + ------------ + ------------ +
| x frequency determined individually by the operator of the type of source |
| water. The frequency may be lower than for any lower |
| population. |
+ ---------------------------------------------- ------------- +
C) drinking water supplied water pipe BUYERS
DISTRIBUTION water network
Defining the scope of analysis, monitoring frequency, sampling sites, sampling method, the method including determining
requirements for laboratories performing analyzes and other details are governed by Decree no. 252/2004 Coll., Which lays down the health
requirements for drinking and hot water and the frequency and scope of drinking water control.
D) Reservoirs
First The frequency of sampling and analysis of a range of water from the reservoirs determines the operator as needed to ensure proper operation
reservoirs and water mains.
Second Monitoring the quality of water produced in the course of its transport to the consumer provides the operator as needed,
particularly with regard to the corrosive effects of water and changes of biological recovery.
PART 4
METHOD OF TREATMENT AND EVALUATION OF RESULTS ARCHIVING
First Results of the analyzes are recorded in protocols, which must be given particular data point
sampling, date of collection, time span sample (sample type), the name of the person who
samples procured, the date of the analysis and the method used. The results of analyzes are processed normally in digital form
with respect to data transfer.
Second Laboratory that performs monitoring and comprehensive analysis of raw and drinking water produced is demonstrated
valid certificate of accreditation or certification of correct laboratory activities.
Third Evaluation of the results of the quality of the water carried by the operator:
- exceedance of individual indicators by individual types of limits for drinking vodu30) (
limit value, highest limit value); for water production is not carried out evaluation indicators free chlorine at the outlet of the water treatment plant,
- Number of unsatisfactory samples (ie. Value exceeded the limit for individual types in the sample)
- the amount of water supplied in insufficient given limits
- the number of days in the year when he was in manufactured or supplied water limit exceeded in at least one indicator.
Fourth Indicators that are not intended limit are evaluated according to specific operator needs for technology
operation and water distribution mains water row (eg. Corrosive properties).
Fifth Protocols referred to in point 1 shall be kept permanently.
-------------------------------------------------------------------------------------------------------------------------------------------------------
30) § 2. b) and c) of Decree no. 252/2004 Coll.
Příl.10
TECHNICAL INDICATORS FOR RATE CONTROL PLAN wastewater pollution
PART 1
In place of sampling control profiles TECHNOLOGICAL wastewater treatment plant
Waste water cleaning:
A) the inflow of waste water into the sewage treatment plant
b) between different levels of wastewater treatment (operational analysis)
c) drain waste water from sewage treatment plants.
Unpurified waste water:
Free outlets wastewater into receiving water.
PART 2
MINIMUM scope of analyzes
A) FUNDAMENTAL ANALYSIS
Indicator Symbol Unit
Biochemical oxygen demand BOD 5 mg / l
Chemical oxygen demand dichromate method CHSKCr mg / l of suspended solids dried
NL mg / l
B) ANALYSIS FOR DETERMINING forms of nitrogen and phosphorus (THE nitrogen, phosphorus)
Indicator Symbol Unit
ammonia nitrogen N - NH4 + mg / l total nitrogen
Ncelk. mg / l
Total phosphorus Ptotal. mg / l
C) OPERATING ANALYSIS
Includes indicators of fundamental analysis and indicators for the forms of nitrogen and phosphorus, znichž
operator selects a range of analyzes, depending on the nature and complexity of the wastewater.
D) ADVANCED ANALYSIS
Extended analysis includes additional indicators that are listed specifically in the authorization of the water authority
to discharge wastewater, and indicators that should be monitored by the sewage system, and that may have
the impact on the cleaning effect of the WWTP. This concerns particularly indicators: dissolved inorganic salts (DIS)
absorbable organic halogens (AOX), mercury (Hg), cadmium (Cd) and other indicators
listed in Annex no. 15 of the Decree.
PART 3
Minimum frequency analysis of wastewater
A) The pollution waste water inflow and outflow
Tabulkač. 1
Place of sampling:
a) inflow of waste water into the sewage treatment plant
b) effluent from sewage treatment plants,
c) wastewater untreated (discharged) from the free diffusers.
+ --------------------- + ------------------------ ----------------------- +
| Size cleaners | sample type, scope and frequency of inspections number / year |
| Sewage | --------------- + --------------- + ----------- ---- +
| | Type A | Type B | Type C |
| + -------- + ------ + ------ + -------- + -------- + ------ + |
number | BOD5 | N-NH4 + | BOD5 | N-NH4 + | BOD5 | N-NH4 + |
| Connected | CHSKCr | Ncelk | CHSKCr | Ncelk | CHSKCr | Ncelk |
| Equivalent | NL | Ptotal | | Ptotal | | Ptotal |
| Citizens (EO) | | | | | | |
+ --------------------- + -------- + ------ + -------- + ------ + -------- + ------ +
| <500 | 2 | 1 | | | | |
+ --------------------- + -------- + ------ + -------- + ------ + -------- + ------ +
| 501-2 000 | 4 | 2 | | | | |
+ --------------------- + -------- + ------ + -------- + ------ + -------- + ------ +
| 2001: - 5 000 | | | 4 | 4 | | |
+ --------------------- + -------- + ------ + -------- + ------ + -------- + ------ +
| 5 001-10 000 | | | 6 | 6 | | |
+ --------------------- + -------- + ------ + -------- + ------ + -------- + ------ +
| 10 001 to 50 000 | | | 12 | 12 | | |
+ --------------------- + -------- + ------ + -------- + ------ + -------- + ------ +
|> over 50 000 | | | | | 24 | 24 |
+ --------------------- + -------- + ------ + -------- + ------ + -------- + ------ +
Other indicators
:
dissolved inorganic salts (DIS), absorbable organic halogens (AOX), mercury (Hg), cadmium (Cd)
In the event that these indicators are not listed in the permit to discharge wastewater determines operator
Indicators and their monitoring frequency according to the specific situation in the area.
Sample Type:
Type A - 2-hour sample coalesced 8 sub-samples of the same volume every 15 minutes.
Sampling time is determined so as to best characterize the activity of the monitored device.
Type B - 24-hour sample coalesced from 12 of the same volume dílčíchvzorků
collected every 2 hours.
Type C - 24 hour sample coalesced from 12 partial samples taken at intervals of 2 hours on the volume
proportional to the current value of the flow at the time of sampling.
B) OPERATING analysis on the inflow and outflow
Table no. 2
TAKING PLACE:
a) inflow of waste water into the sewage treatment plant
b) effluent from sewage treatment plants
RANGE ANALYSIS:
pointer operator selected by the complexity of the operation (usually COD, BOD, pH, NL)
SAMPLE TYPE:
Type A - 2-hour sample coalesced 8 subsamples stejnéhoobjemu every 15 minutes.
+ ------------------------------------------- + - ------------------------------------------- +
| Size of sewage water- | The monitoring of the selected indicators / year |
| the number of connected population equivalents | |
+ ------------------------------------------- + - ------------------------------------------- +
| <500 | x |
+ ------------------------------------------- + - ------------------------------------------- +
| 500-2 000 | x |
+ ------------------------------------------- + - ------------------------------------------- +
| 2001: - 5 000 | x |
+ ------------------------------------------- + - ------------------------------------------- +
| 5001 - 10000 | 6 |
+ ------------------------------------------- + - ------------------------------------------- +
| 10 001 to 50 000 | 12 |
+ ------------------------------------------- + - ------------------------------------------- +
| > Over 50 000 | 26 |
+ ------------------------------------------- + - ------------------------------------------- +
x frequency determined the operator according to the requirements of operating
C) OPERATING ANALYSIS between stages
First The frequency and scope of operational analysis, technological tests between jednotlivýmitechnologickými degree
operator determines by size category sewage and complexity of the technology.
Operational analyzes and technological tests must ensure the proper operation of the wastewater treatment plant.
For the main indicators can be used to track across the automatic control system.
Second Sampling points for operational analysis between the various levels:
a) inflow of waste water into the sewage treatment plant
b) between different levels of waste water
c) drain waste water from sewage treatment plants,
d) place to monitor the impact of rainwater.
Third Sampling is done at least a two-hour sample coalesced 8 subsamples
same volume every 15 minutes (ie. Type A) and at a time that best characterizes the activity pursued
devices.
D) OPERATIONAL ANALYSIS - sludge and gas management
The frequency and scope of operational analysis determines the operator by size category wastewater treatment plant
technological equipment and the complexity of the technology.
PART 4
OPERATION OF SLUDGE WASTEWATER TREATMENT
1) The analysis of the sludge as a final product from the operation of the wastewater treatment plant for direct application to agricultural land down
:
A) risk elements: lead, cadmium, mercury,
copper, zinc, arsenic, chromium, nickel,
b), polychlorinated biphenyls (PCBs): the sum of six congeners - 28 + 52 + 101 + 138 + 153 + 180,
absorbable organic halogens (AOX)
c) microbiological indicators: thermotolerant coliform bacteria,
Enterococci, Salmonella spp.
If necessary agrotechnical parameters:
pH, dry matter, organic matter (loss on ignition), total nitrogen, ammonia nitrogen, nitrate nitrogen, phosphorus,
potassium, calcium, magnesium.
Procedure for sampling and analysis of sludge samples are listed in Decree no. 382/2001 Coll., On the use of sludge in agriculture.
2) The analysis of the sludge as a final product from the operation of the wastewater treatment plant for the periodic inspection shall be recorded:
a) risk elements (lead, cadmium, mercury, copper, zinc)
B) pH, dry matter, organic matter.
3) For other sludge use or disposal is carried out by an analysis of the purpose of the regulations within the meaning of no. 341/2008 Coll., On details
management of biodegradable waste no. 294/2005 Coll., On conditions of storage
waste in landfills and their utilization on ground surface or Decree no. 383/2001 Coll., on details of waste management.
Table no. 3
The minimum frequency of analysis of sludge
+ ----------------------------------------- + ---- ----------------------------- +
| number of connected population equivalents | Number of analyzes per year |
| + ------------------ + -------------- +
| | for point 1 | for point 2 |
+ ----------------------------------------- + ---- -------------- + -------------- +
| 500 | x as needed |
+ ----------------------------------------- + ---- -------------- + -------------- +
| 501-5 000 | x | 1 |
+ ----------------------------------------- + ---- -------------- + -------------- +
| 5001-25 000 | x | 2 |
+ ----------------------------------------- + ---- -------------- + -------------- +
| 25 000-100 000 | x | 4 |
+ ----------------------------------------- + ---- -------------- + -------------- +
| above 100 000 | x | 6 |
+ ----------------------------------------- + ---- -------------- + -------------- +
x) the frequency determined by the operator sludge production. (appendix 5 of the Decree no. 382 / 2001 Sb.).
PART 5
METHOD OF TREATMENT AND EVALUATION OF RESULTS ARCHIVING
First The results of the analysis as shown in Table Nos. 1 and 2 of this Annex are recorded in protocols, which
must be given particular details of the sampling site, date, time and type of sample collection.
In addition, the name of the person who samples procured, the date of analysis and the method used. The results of analyzes are generally
processed in digital form with respect to data transfer.
Second Sampling and analysis to determine the level of contamination of waste water for purposes of this decree and monitoring compliance
permit to discharge wastewater (see § 38 par. 4 of the Water Act) may be performed only by
eligible persons authorized to conduct business (authorized laboratories) according to § 2 paragraph 1 of the Decree no. 123/2012 Coll.
on fees for discharging wastewater into surface waters.
Third Evaluation results wastewater pollution levels shall be performed by:
- compliance with the limit values specified in the permit to discharge wastewater,
- compliance allowable minimum efficiency of wastewater discharged (the minimum percentage decrease)
specified in the permit to discharge wastewater,
- number of unsatisfactory analysis (ie. exceeding the limit values) in the outflow of wastewater
water treatment or discharge of polluted wastewater (free outlet structure)
- balancing values in influent and effluent from sewage treatment plants,
- balancing values for discharges of untreated wastewater.
Fourth Protocols referred to in point 1 shall be kept permanently.
Příl.11
REQUEST AUTHORIZATION TO OPERATE water supply or sewerage ACCORDING TO THE LAW § 6
First Applicant - prospective operator:
A. Legal entity:
Company or Name:
Address:
identification number, if assigned:
Statutory Authority:
B. Natural person doing business:
Name:
Company or Name:
identification number, if assigned:
Date of birth:
Address:
C. In the event that an establishment or establishments are different from the registered office of the applicant shall be designated
order of their addresses.
D. A copy of the notification of free trade "Operation of water mains and sewage systems and water supply '
Trade Licensing Office, according to the Act no. 455/1991 Coll., On business, as amended, and Receipt
notice.
Second Professional representative operator under § 6 par. 2 point. c) of the Act and its qualification:
Name:
Name:
Title:
Date of birth:
address of permanent residence *:
Education: School
Name:
Length of practice: || | In function:
Third Enumeration water supply or sewerage for which a permit should be issued for the operation:
----------------------------------------------- ----------------------
P.C.. RANK NAME IDENTIFICATION NUMBER OF INDIVIDUALS,
NUMBER establishment's property owning a
EQUITY water supply and sewerage
EVIDENCE
---------------------------------------------- -----------------------
first
----------------------------------------------- ----------------------
second
----------------------------------------------- ----------------------
third
----------------------------------------------- ----------------------
fourth
----------------------------------------------- ---------------------- -------------------
... --------------------------------------------------
Notes:
If any of the water supply or sewerage operationally connected with piped water or sewers another owner
than is set out in paragraph 4 shall be marked with an asterisk at the ordinal number.
Name property: giving the name of the property, which is introduced in the current owner's records.
Fourth The owner of water supply or sewerage, mentioned in point 3:
A. Legal entity:
Company Name:
Address:
identification number, if assigned:
Statutory Authority:
B. Individuals:
name, name and surname or business name:
identification number, if assigned:
Date of birth:
head office or place of residence:
_____________________________________________________________________ In .........................
On .........................
-------------------------------------------------- -----
signature of the applicant
Note:
first Established an electronic form of the application in XLS or XLSX is published on the website of the Ministry
.
Second The application shall be accompanied by documents pursuant to § 6 para. 12 of Act no. 274/2001 Coll., Ovodovodech and sewerage systems and
where the water supply or sewage system operationally connected with water supply or sewerage to another owner
enclosed copy of the written agreement owners operationally related water supply nebokanalizací by
§ 6 paragraph. 2 point. b) of that Act.
* The address of permanent residence may be replaced by an indication of the place of registered residence on the territory of the Czech Republic or domicile abroad.
Příl.12
Guide number ANNUAL WATER NEEDS
I. Housing fund
Apartments.
First one person apartment with running cold water outside
One year 15 m3
second one person apartment with no running hot water (hot water on tap
) per year 25 m3
third one person apartment with hot running water (hot water on tap
) per year 35 m3
The amounts referred to in item no. 3 is the sum of consumption of hot and cold water.
Hot water in the tap, the hot water flowing out of the outflow controlled closure directly into the sink, sink,
, showers, etc. No matter if the water is heated by an electric storage tank, instantaneous heating, gas boiler for
Two or house, or is prepared centrally for the whole city obecnebo; Thus from a source outside
billing meter the cold water in the house. In cases of hot water from a source outside the billing meter
cold water is used in calculating the value of the apartment by no running hot water.
Family houses.
The one person in a family apartment house (max. 3 apartments - 3 families) is added 1 m3 consumption
associated with cleaning around the house with cleaning of persons in activities in the garden like. Sprinkling gardens and operation
pool is a separate item and not under the housing stock.
Holiday cottages (cottages).
The single holiday cottages (cottages) consumption is calculated as in Nos. 1, 2, 3 is plus
1 m3 as a house, everything, given the time frame during which the cabin běhemroku used.
This calculation if the abstraction of drinking water is not measured by the meter, enter into contracts pursuant to § 8. 6 of the Act.
Method of calculating the amount of wastewater discharged in cases where the customer has water piped water supplied partly
consumes no discharge into the sewer system in accordance with § 19 para. 7 of the Act:
In cases where the difference amounts measured meter of drinking water and the amount set by items Nos. 1, 2 and 3
collecting housing stock, if the reason for sprinkling the garden is more than 30 cubic meters, the amount of water nevypouštěných
determined according to items 63-66 target figures. In cases where the difference amount meter measured
drinking water and the amount set by the directive numbers, if the reason for the production of bottled drinks or food, etc., Is greater than
30 cubic meters, the amount of water nevypouštěných provides technical calculations in relation to production. In cases
own source of drinking water (well and under.), The amount of wastewater determined by guiding figures.
II. Public buildings, schools
A) is a basic need for water - others need water (gardens, washing cars, etc.) Are to be added by another
equipment building, which is listed separately with a guide number;
B) in the case of catering to a specific situation are added the benchmark referred to by item no. 18, 19 and 20;
C) in public buildings where there are apartments, plus the annual target number by furnishing.
Office building (without boarding)
Per person at an average of 250 working days per year
Fourth WC, wash basin 8 m3
fifth Toilets, sinks with running hot water and 14 m3
6th Toilets, sinks and running hot water showering with 18 m3
School (without boarding)
Per person (pupil, teacher, worker) at an average of 200 working days per year
7th Toilets, sinks 3 m3
8th Toilets and running hot water 5 m3
Kindergartens and nurseries with full service
(without boarding)
Per person (teacher, worker, child) with an average of 200 working days per year
9th toilets, sinks and running hot water 8 m3
10th Toilets, sinks and running hot water showering with 16 m3
III. Hotels, lodging, dormitories
(indicative figures only for accommodation)
Per bed per year
Hotels and guesthouses 11th Most rooms have a toilet and a bathroom with hot running water 45 m3
12th Most of the rooms without bathrooms (showers), toilet on the corridor 23 m3
13th restaurant in the hotel, guest house by item no. 18, 19 and 20
+39, 40 and 41 + 42 and 43
14th for additional hotel equipment is added:
Daily pool admission of 10 m3
sauna, welnes 10 m3
For your own laundry is used the guide number laundries.
Boarding schools, vocational homes, dormitories, hostels
15th Most rooms have a toilet and a bathroom with hot running water 25 m3
16th in buildings where there are bathrooms (showers), toilet on the corridor 15 m3
17th eating by item no. 18, 19, 20, 39, 40 and 41.
Catering - kitchen, dining room (unattended)
1 boarder and one worker per shift per year
18th imports of food, dishwashing, equipment toilets, sinks 3 m3
19th cooking meals, washing dishes, equipment toilets, sinks 8 m3
20th cafeteria, snack 1 m3
IV. Medical and social facilities
Facilities: toilets, sinks and running hot water
1 worker in the daily average for the year
Health centers, ambulatoria, surgery
21st per one employee 18 m3
Pharmacy, sanitary-epidemiological station
22nd per one employee 18 m3
Dental centers with year-round operation, surgery
23rd per one employee 20 m3
Treated person's 24th 1 examined person in daily average 2 m3 per year
Rehabilitation, rehabilitation pool, sauna
25th on individual rehabilitation equipment is determined by the amount needed
appropriate standards for the operation of facilities used by
26th per one employee 18 m3
Per bed per year
Hospitals (including catering kitchen, without medical equipment)
27th on one bed 50 m3
Hospice, nursing homes
(including catering kitchen, without medical equipment)
28th on one bed 45 m3
V. Cultural and educational BUSINESSES, SPORTS EQUIPMENT
Multiplex cinema, independent cinema and theater all year round
(equipment toilets, sinks)
At full occupancy for the year
29th on one seat and one showing a day 1 m3
Lecture halls, libraries, reading rooms, study halls and museums
(equipment toilets, sinks)
Per permanent employee per year
30th 14 m3
Per visitor in daily average for the year
31st per visitor 2 m3
Gym, sports facilities, fitness center
(equipment toilets, sinks, showers opportunity with hot water)
Per visitor in daily average for the year
32nd per visitor 20 m3
1
courses per year
33rd irrigation clay courts covered 230 m3
34th irrigation clay courts uncovered 460 m3
100 m2 per operating day
35th sprinkling grass pitches 20 m3
Year
36th golf course 18 hole irrigation greens, tees and 22,500 cubic meters and fairways
1 visitor - viewer's daily average (365 days) for the year
37th WC, washbasin 1 m3
Note: failure to demonstrate the number of visitors, the number stanovíjako tenth of capacity
facilities for visitors - spectators.
Stadium
38th for each device to determine the amount of water needed by the relevant technical manual normynebo
for operation (creation and modification of the ice surface, leisure facilities, etc.)
VI. Restaurant, wine
(equipment toilet, sink, running hot water)
Restaurants, wine bars, cafes
Per worker per shift (365 days) for the year
(Includes customers without washing glass)
39th Only výčep 50 m3
40th bar, serving cold meals 60 m3
41st bar, serving cold food and hot meals 80 m3
Equipment Glass cleaner:
(added to items no. 39, 40 and 41)
42nd tapping stool with a permanent flow of 3 l / min.
per shift 450 m3
43rd washing glasses without permanent flow or glass dish
per shift 60 m3
VII. ESTABLISHMENT
Per worker per shift per year
Establishment of local importance, where the water is not used to produce
44th Toilets, sinks with running hot water and 18 m3
45th Toilets, sinks and running hot water showering with 26 m3
46th Toilets, sinks and running hot water with showering
unclean premises with the operation or the need for greater hygiene 30 m3
Barbers
per worker per shift per year on average
(Including customers)
47th in men's and women's premises toilets, sinks with hot running water 50 m3
Separate laundries (custom)
48th 1 q laundered (ie. technical water) 1 m3
49th per employee per shift by item no. 44, 45 and 46
VIII. SHOPS
Stores with clean operation, including department stores, supermarkets
Per worker per shift per year on average
50th Toilets, sinks with running hot water and 18 m3
store fish, poultry and game
Per worker per shift per year on average
51st Toilets, sinks with running hot water and 20 m3
52nd 100 kg of live fish sold (added to item no. 51) 34 m3
100 kg of live fish
53rd sádce sale of fish in the open 100 kg sold 6 m3
live fish
Food production
local importance (eg. Butchery, production of cold meats, salads, breads, etc., A toilet, washbasin)
Per worker per shift per year on average
54th Toilets, sinks and running hot water showering with 26 m3
Note: water consumption for production is calculated according to production technology and equipment shop.
IX. LIVESTOCK AND POULTRY
Livestock
One piece per year on average
55th including nursing cows milk and rinses 36 m3
56th Bull 18 m3
57th calf, sheep, goat, pig 6 m3
'58. sow 8 m3
59th Horse 14 m3
60th dog - breeding station (just over 2 pieces) 1 m3
Poultry
100 pieces per year on average
61st chickens, guinea 11 m3
62nd geese, ducks, turkeys, 36 m3
X. GARDENS
Per year on average
63rd outdoor ornamental gardens (lawns, flowers) or planted vegetables
100 m2, 16 m3
64th sets planted with fruit trees or otherwise exploited for 100 m2 3 m3
65th Automated watering gardens growing flowers, vegetables
by sensors to determine moisture content 12 m3
66th industrial and greenhouse cultivation of vegetables, flowers - for each device (automatic sprinkling)
is determined by the amount needed to appropriate technical manual for the operation of the facility utilized
XI. Car washing
Per year on average
67th passenger car used for household (spraying and washing)
- Expected washing 10 times per year 1 m3
NOTE: In justified cases, the owner of the water supply or sewerage, or their operator
insofar as it is authorized by the owner, the above target number of annual needs in parts I through XI.
reduce.
Příl.13
REQUIREMENTS quality of raw water
PART 1
Quality indicators raw surface water AND THEIR LIMITS FOR EACH CATEGORY
standard methods of treatment ROUGH WATER FOR DRINKING WATER
The limit values of the indicators in the table limit
inclusion in the appropriate category of quality (A1, A2, A3).
In addition to the parameters specified in Table no. 1 raw water must not contain
other microorganisms, parasites and substances of any kind (ie. Including
all indicators specified in Decree no. 252/2004 Coll.) In the number or | || concentration, which could, on its drinking water treatment
endanger public health.
SURFACE WATER
Table no. 1
+--------+---------------------------+-----------+-------------------+-------------------+-------------------+
| Serial | indicator | unit | A1 | A2 | A3 |
| No | | + ------------------- + ------------------- + --------- ---------- +
| | | | limit | limit | limit |
+--------+---------------------------+-----------+-------------------+-------------------+-------------------+
| 1st | Reaction water | pH | 6.5 to 9.5 | 5-6.5 | <5 or |
| | | | | 9,5-10 | <10 |
| 2nd | color | mg / l Pt | 20 | 100 | 200 |
| 3rd | Suspended solids DM. | mg / l | 10 | | |
| 4th | temperature | C | 20 | 25 | 25 |
| 5. * | conductivity | mS / m | 125 | 125 | 125 |
| 6th | Pach | | acceptable | unacceptable |
| 7th | nitrates | mg / l | 50 | 50 | 50 |
| 8th | Fluoride | mg / l | 1,5 | 1,5 | 1,5 |
| 9th | The statements org. | mg / l | 0.01 | 0.02 | 0.03 |
| | bound halogens (AOX) | | | | |
| 10th | Total iron | mg / l | 0.2 | 1 | 2 |
| 11th | Mangan | mg / l | 0.05 | 0,5 | 1,5 |
| 12th | copper | mg / l | 0.05 | 0.05 | 0,1 |
| 13th | zinc | mg / l | 3 | 5 | 5 |
| 14th | Bor | mg / l | 1 | 1 | 1 |
| 15. | beryllium | mg / l | 0,002 | 0,002 | 0,002 |
| 16. | nickel | mg / l | 0.02 | 0.03 | 0.03 |
| 17. | Arsen | mg / l | 0.01 | 0.01 | 0.02 |
| 18. | cadmium | mg / l | 0,005 | 0,005 | 0,005 |
| 19th | Chrom all | mg / l | 0.05 | 0.05 | 0.05 |
| 20. | lead | mg / l | 0.01 | 0.025 | 0.05 |
| 21. | selenium | mg / l | 0.01 | 0.01 | 0.01 |
| 22nd | mercury | mg / l | 0,001 | 0,001 | 0,001 |
| 23. | All cyanides | mg / l | 0.05 | 0.05 | 0.05 |
| 24th * | sulphates | mg / l | 250 | 250 | 250 |
| 25. * | chloride | mg / l | 100 | 100 | 250 |
| 26th | Anionic Surfactants | mg / l | 0.2 | 0.2 | 0,5 |
| 27. | Hydrocarbons C10-C40 | mg / l | 0,1 | 0,1 | 0,1 |
| 28th | Polycyclic aromatic | g / l | 0,1 | 0,1 | 0.2 |
| | hydrocarbons (PAHs) | | | | |
| 29. | Pesticidal compound total | g / l | 0,5 | 0,5 | 0,5 |
| 30. | Chemical consumption | | | | |
| | Oxygen permanganate | mg / l | 3 | 10 | 15 |
| 31. | Biochemical | mg / l | 3 | 5 | 7 |
| | oxygen demand (BOD5) at 20 ° C | | | | |
| | excluding nitrification | | | | |
| 32. | Ammonium | mg / l | 0,5 | 1 | 3 |
| 33. | Total organic carbon | mg / l | 5 | 7 | 10 |
| | (TOC) | | | | |
| 34. | Humic substances | mg / l | 2,5 | 5,0 | 8,0 |
| 35. | Coliforms | cfu / 100 ml | 50 | 5000 | 50 000 |
| 36. | Thermotollerant | | | | |
| | Coliforms | cfu / 100 ml | 20 | 2000 | 20 000 |
| 37. | Fecal streptococci | cfu / 100 ml | 20 | 1000 | 10 000 |
| | (Enterococci) | | | | |
| 38. | The microscopic image | individuals / ml | 50 | 3000 | 10 000 |
| | | | | 5001) | 1 0001) |
| 39. | Pesticide jednotlivý2) | mg / l | 0,1 | 0,1 | 0,5 |
| 40. | aluminum | mg / l | 0.2 | 1,0 | 2,0 |
+--------+---------------------------+-----------+-------------------+-------------------+-------------------+
1) difficult to eradicate organisms, single-stage or multistage
finish.
2) Limit value applies to each individual pesticide, with the exception of aldrin, dieldrin, heptachlor and heptachlor epoxide, which pays
limit value of 0.03 mg / l.
* For indicators serial number 5, 24 and 25, the water should not act aggressively towards the materials distribution system including
plumbing.
Legend to Table no. 1:
1) M - limit, the mandatory values.
2) Indicator serial number 6 (odor) in case of increased odor that will be characterized as odor chlorophenol
or other similar, it is necessary to conduct detailed analysis on suspected organic compounds (especially phenols) and
assess their harmfulness and concentration. In case of doubt considered unacceptable odor grade 5
determined according to DIN EN 1622 Determination of odor (unit TON).
3) Display serial number 9 (AOX): not necessary to define and categorize the cases they are set for specific
chlorinated organic compounds within the scope of the full range of drinking water and meet the prescribed limit values according
Decree no. 252 / 2004 Sb.
4) Indicator serial number 12 (copper): the limit is given by the possibility of organoleptic defects at concentrations above 100 g / l.
In the event that there are no organoleptic deficiencies apply to the category A3 limit of 1.0 mg / l (as drinking water).
5) indicator serial number 27: The change of the method of determination, and the original name of the NES "(NEL)" on
"C10-C40 hydrocarbons." Changing the limit value was adjusted from 0.05 mg / L to 0.01 mg / l with regard to the limit of quantification
appropriate standardized methods.
6) Indicator serial number 28 (PAH) is expressed as the sum of the concentrations: benzo (b) fluoranthene, benzo (k) fluoranthene, benzo
(ghi) perylene, indeno (1, 2, 3 - cd) pyrene, benzo (a) pyrene.
7) Indicator serial number 29: it is expressed as a sum (values above the detection limit) all set pesticides.
If a substance is detected quantitatively, the sum is added zero. Determine sets pesticides which are likely
that will occur in a given source.
8) Measurement conditions parametric values are given in Annex no. 14 of this vyhlášky.Laboratoře which employ other methods
must ensure that the results obtained are equivalent or comparable to those specified in Annex no. 14 | || hereto.
Groundwater
Table. 1b
Quality indicators CRUDE UNDERGROUND WATER AND THEIR LIMITS FOR EACH CATEGORY standard methods of treatment of raw water into drinking water
For groundwater valid indicators shown in Table no. 1 for surface water except for the following indicators, which are subject to the following limits:
Indicator Unit A1 A2 A3
Iron mg / l 0.2 5 20
Manganese mg / l 0.05 1.0 2.0
Sulfane mg / l limit applies smell
+ --------- + -------- + ---------- + ---------- + ----- ----- +
| indicator | unit | A1 | A2 | A3 |
+ --------- + -------- + ---------- + ---------- + ----- ----- +
| iron | mg / l | 0.2 | 5 | 20 |
+ --------- + -------- + ---------- + ---------- + ----- ----- +
| Mangan | mg / l | 0.05 | 1,0 | 2,0 |
+ --------- + -------- + ---------- + ---------- + ----- ----- +
| sulphide | mg / l | the applicable limits odor |
+ --------- + -------- + --------------------------- ----- +
PART 2
STANDARD METHODS FOR WATER TREATMENT types of adjustments for each category of raw water
Table no. 2
+---------------+-------------------------------------------------------------------------------------------------+
| For category | Types of adjustments |
+---------------+-------------------------------------------------------------------------------------------------+
| A1 | Treatment of raw water with the end disinfector for removing compounds and elements that can have |
| | influence on its further use, and particularly reduction of aggression against the materials distribution system |
| | including domestic installations (chemical or mechanical deacidification) further deodorize and |
| | gaseous components aeration. By simple filtration to remove suspended solids and increase |
| | Quality. |
+---------------+-------------------------------------------------------------------------------------------------+
| A2 | Raw water requires treatment easier, for example. Coagulation filtration, single-deironing, |
| | manganese or infiltration, slow biological filtration treatment in rock environment
| | and all this with a final disinfection. To improve the properties suitable stabilization of water.
+---------------+-------------------------------------------------------------------------------------------------+
| A3 | Treatment of raw water requires a two or multi-stage treatment by clarification, oxidation, and odželezňováním |
| | odmanganováním with a terminal disinfection, respectively. their kombinaci.Mezi other suitable processes include |
| | e.g. use of ozone, activated carbon, auxiliary flocculants flotation. Economically challenging |
| | technically justified (eg. sorption on special materials, ion exchange, |
| | membrane processes) are used exceptionally. |
+---------------+-------------------------------------------------------------------------------------------------+
| higher | According to § 13 para. 2 of the Act may be water of a quality rarely collected for the production of drinking water |
| concentration | the exemption is granted by the regional authority. For the preparation of drinking water must be used |
| than | tech methods of combining the types of adjustments specified category A3 |
| listed for | but it is necessary to ensure the stable quality of the drinking water in accordance with Decree no. 252/2004 Coll. |
| Category A3 | The preferred solution in these cases, the elimination of the causes of pollution or to find |
| | a new water source. |
+---------------+-------------------------------------------------------------------------------------------------+
Note: Enumerated types of adjustments for the category of raw water can be used also for the quality of raw water included
to lower quality category (eg. the type of adjustment for category A1 A2).
PART 3
METHOD OF ASSESSMENT AND CLASSIFICATION OF ROUGH WATER INTO CATEGORIES
1) The inclusion of a new raw water source
A) The inclusion of a new source of raw water into categories is done
evaluating indicators of quality of raw water given in Tables No. 1a and 1b
, with a rate of at least 12 samples during two years (§ 22 paragraph .
4 and 5).
B) Raw water is deemed to conform to the relevant parameters in this category
if samples of that water, taken at regular intervals
and at the same sampling point shall conform to the parametric values for
appropriate water quality, and 95% of samples.
C) Each indicator is included in the results of its own category.
The category is determined by the worst category
individual indicators.
D) If at any pointers given the same limit for
category A1, A2 and A3, and if a limit is exceeded
category A1 indicator will be placed outside the categories A1, A2, A3 (ie.
does not meet the prescribed classes of its higher concentration) ie.> A3.
E) If at any pointers given the same
limit for category A1 and A2 and A3 higher category, then in case of exceeding the limit value
category A1 indicator is included in the category A3.
2) Advanced category
A) The existing categories of raw water to states each year (§ 22 paragraph.
6), according to the results of analyzes carried out under a plan
quality control analyzes of raw water according to Annex no. 9 hereto. The evaluation will be used
results of all monitoring and analysis for complete
period evaluated, including the inclusion of additional indicators, according to remarks
listed in Table no. 3 of Annex no. 9 hereto. In each case
Need to monitor indicators that in the past two years determined
categorization A3 and worse than A3.
B) An indication of the detected value is greater than a threshold value determined
A3 category and is confirmed by the repeated finding, then even with lower
number of samples included 12 outside source categories A1, A2, A3
(i.e. does not satisfy the prescribed categories of their higher concentration).
C) To specify categories apply the principles set out in paragraph 1 b) and c)
The inclusion of a new raw water source.
D) For surface water is to refine the categories based on the values of
indicators and a sampling frequency during the evaluation period.
3) The requirements set out in paragraphs 1 and 2 may be waived:
A) in the case of floods or other natural disasters or abnormal weather conditions
(when calculating the percentages referred to in paragraph 1b
) are not taken into account the value higher when
result of these conditions;
B) in cases where surface water undergoes natural enrichment
certain substances may result in exceeding the limits set out in Table
no. 1 of this Annex for categories A1, A2 and A3.
Natural enrichment means the process whereby, without human intervention
into surface water transferred from the soil substances contained in them.
The classification is performed in the next lower category;
C) in stagnant surface water or surface water in shallow
tanks for indicators of iron, manganese, chemical oxygen demand
(CHSKMn), oxygen saturation, BOD5; derogation only applies to tanks
depth of 20 m, with an exchange of water in the tank less than one year and no
influent wastewater, as well as in subscriptions from different horizons;
D) where, for a maximum of two indicators specified value exceeds the threshold value
category A3 and other indicators correspond to category A1 respectively.
A2, then you need to set the value verified by additional analyzes. If
result of technological tests proved that this water modify
simpler procedure than would correspond to category A3, are classified
raw water into categories corresponding to the result of technological tests.
4) Excluding the samples referred to in paragraph 3 shall assess the
with respect to the frequency of their occurrence.
5) In case of fluctuations in the quality of raw water in the course of the year, when
resource does not fit neatly into categories, determines the resulting
category is indicated by calculating the average index of treatability by
selected indicators are particularly variable results . Index
treatability rounded amount is equal to the category of raw water for the
pointer.
6) Inclusion of underground raw water to the category is made under paragraph
1 and 2 using the table 1b) of this Annex.
METHOD OF DETERMINING average index of treatability FOR STANDARD METHODS FOR WATER TREATMENT
First The need to determine the type of treatment and the technological equipment of water treatment plants
when given the greater volatility of raw water quality can not be
During the year, the source put clearly into one category may
operator to determine the average index treatability (Iu, p)
selected indicators as:
ABCD
Iu, p = Iu1 ------ + ------ + Iu2 Iu3 ------ + ------
Iu4 100100100100,
Where a, b, c is the frequency of occurrence indicators percentage category A1
A2, A3, and wherein the frequency of occurrence indicators of category larger than A3.
Second Treatability index (IU) corresponding to the number of categories A1 to A3
(Iu1 = 1, u2 = 2, Iu3 = 3). For values greater than for the category
A3 is Iu4 = fourth Growing treatability index is proportional to the deteriorating quality
resources and the raw water requires intensive type of treatment by
table no. 2 in the second
Third In the event that the calculated index treatability (IU) based
between integers and decide on an appropriate type of adjustment must accept
increasing demands adjustments to the indicator with the highest and most variable
value.
Příl.14
CONDITIONS OF MEASUREMENT OF THE INDICATORS quality of raw water
The following indicators refer to the parameters in Table. 1 and Annex No. 13.
Limit of determination, precision and accuracy
+ ----- + ----------------------------- + - ------------------- + ---------- + ----------- + ------- ---- +
| | indicator | unit | limit | accuracy | correctness |
| | | | determination | +/- | +/- |
+ ----- + ----------------------------- + ---------- - + ------------------- + ----------- + ----------- +
| 1st | Reaction water | | | 0.1 | 0.2 |
| 2nd | color | mg / l Pt | 2 | 10% | 20% |
| 3rd | Suspended solids | mg / l | 3 | 10% | 20% |
| 4th | temperature | C | | 5% | 10% |
| 5th | conductivity | mS / m | | 5% | 10% |
| 6th | Pach | | acceptable / || |
| | | | unacceptable || |
| 7th | nitrates | mg / l | 2 | 10% | 20% |
| 8th | Fluoride | mg / l | 0.2 | 10% | 20% |
| 9th | The statements org. | | || |
| | bound halogens (AOX) | mg / l | 0.01 | 20% | 25% |
| 10th | Total iron | mg / l | 0.05 | 10% | 20% |
| 11th | Mangan | mg / l | 0.01 | 15% | 25% |
| 12th | copper | mg / l | 0.01 | 15% | 25% |
| 13th | zinc | mg / l | 0.01 | 15% | 25% |
| 14th | Bor | mg / l | 0.05 | 10% | 20% |
| 15. | beryllium | mg / l | 0.0005 | 20% | 30% |
| 16. | nickel | mg / l | 0,001 | 20% | 30% |
| 17. | Arsen | mg / l | 0,001 | 20% | 30% |
| 18. | cadmium | mg / l | 0.0005 | 20% | 30% |
| 19th | Chrom all | mg / l | 0,001 | 20% | 30% |
| 20. | lead | mg / l | 0,001 | 20% | 30% |
| 21. | selenium | mg / l | 0,001 | 20% | 30% |
| 22nd | mercury | mg / l | 0.0002 | 20% | 30% |
| 23. | All cyanides | mg / l | 0,005 | 20% | 25% |
| 24th | sulphates | mg / l | 10 | 10% | 20% |
| 25. | chloride | mg / l | 10 | 10% | 10% |
| 26th | Anionic Surfactants | mg / l | 0.02 | 10% | 20% |
| 27. | Hydrocarbons C10-C40 | mg / l | 0,1 | 20% | 25% |
| 28th | Polycyclic aromatic | mg / l | 0.02 | 30% | 50% |
| | hydrocarbons (PAHs) | | || |
| 29. | Pesticidal compound total | mg / l | 0,1 | 30% | 50% |
| 30. | Chemical consumption | mg / l | 0,5 | 10% | 20% |
| | Oxygen permanganate | | || |
| 31. | Biochemical | mg / l | | 10% | 20% |
| | Oxygen Demand (BOD 5) at 20o C | | || |
| | excluding nitrification | | || |
| 32. | Ammonium | mg / l | 0.05 | 10% | 20% |
| 33. | Total organic carbon (TOC) | mg / l | 1 | 10% | 20% |
| 34. | Humic substances | mg / l | 0,5 | 10% | 20% |
| 35. | Coliforms | Cfu / 100 ml | || |
| 36. | Thermotolerant coliform | Cfu / 100 ml | || |
| | bacteria | | || |
| 37. | Fecal streptococci | | || |
| | (Enterococci) | Cfu / 100 ml | || |
| 38. | Microscopic image | individuals / ml | || |
| 39. | Pesticide single | mg / l | 0.01 | 30% | 50% |
| 40. | aluminum | mg / l | 0,005 | 20% | 25% |
+ ----- + ----------------------------- + ---------- - + ------------------- + ----------- + ----------- +
For the purpose of this table:
a) the limits of determination of the minimum value of the indicator, which can be determined spřijatelnou
precision and accuracy;
B) the accuracy of the range, which is 95% of the measurement results obtained in a single sample, using the same procedure
;
C) the accuracy of the difference between the actual value of the parameter examined and the average value obtained by measurement.
Příl.15
WAY determining the allowable level of pollution in wastewater discharged into the sewer
First Determination of the maximum permitted levels of pollution
industrial waste water discharged into the sewer system is based specifically on the overall balance
wastewater pollution (population, industry, services) that can be
into urban waste water to bring, without
deterioration of its purifying effect or pollution or damage
inlet sewer. When discharging wastewater (sewage
from sewage drains or directly into a watercourse), do not exceed the limits prescribed
water authority.
Second For the development of a sewer in the table below the indicative
concentration limits for selected indices
discharged industrial wastewater into the sewer system, which can be
Treated together with sewage effluents in normal operations
urban wastewater treatment plants. To determine the amount of limits must be taken
into consideration the quantity of the discharged industrial wastewater.
Third According to the specific situation of industrial wastewater pollution in the area
at the point of discharge into the sewage system and the possibility of cleaning and
subsequent discharge into the recipient owner may propose sewer
other indicators and their limits in the sewer (eg. A fat and || | oils).
Fourth In the case of waste water discharges for which it can be reasonably considered
that may contain one or more particularly hazardous substances (see § 39 paragraph
. 3 of the Water Act) must be included in this indicator
sewage system (e.g. fats and oils).
Fifth The concentration limits in the table below can be
owner sewerage increased or reduced for a limited period of time specified in the sewer
order, particularly with regard to the current load
built a sewage treatment plant and its cleansing effect.
6th For common urban wastewater treatment with significant
industrial wastewater is necessary to follow the parameters for the project
appropriate pollution levels all connected to the sewer and wastewater treatment
.
7th Indicators and concentration limits given in the following table
used in the calculation of increased costs of wastewater treatment
contract permitted the pollution of the approximate extent permitted
pollution.
SELECTED INDICATORS FOR DETERMINING ORIENTATION admitted rate of pollution for discharging
INDUSTRIAL WASTE WATER TO SEWER AND THEIR CONCENTRATION LIMITS
+ ----------------------------- + -------- + ------- -------------------------- +
| indicator | Symbol | concentration limits of control |
| | | Two-hour mixed sample1) |
| | | mg / l |
+ ----------------------------- + -------- + ------- -------------------------- +
| Reaction water | pH | 6.0 to 9.0 |
| temperature | T | 40 ° C |
| Biochemical oxygen | BSK5 | 800 |
| Chemical oxygen | CHSKCr | 1600 |
| Suspended solids | NL | 500 |
| Ammoniacal nitrogen | N NH4 + | 45 |
| Total nitrogen | Ncelk. | 60 |
| Phosphorus total | Ptotal. | 10 |
| Dissolved inorganic salts | RAS | 2500 |
| Cyanides total | CN-tot. | 0.2 |
| Toxic cyanides | CN-tox. | 0,1 |
| Hydrocarbons C 10 - C 40 | C10-C40 | 10 |
| Extractable substances | EL | 80 |
| Anionic Surfactants | PAL-A | 10 |
| mercury | Hg | 0.05 |
| copper | Cu | 1,0 |
| nickel | ni | 0,1 |
| Total chromium | Cr tot. | 0,3 |
| Hexavalent chromium | Cr6 + | 0,1 |
| lead | Pb | 0,1 |
| Arsen | as | 0.2 |
| zinc | Zn | 2 |
| cadmium | cd | 0,1 |
| Salmonella spp. 2) | | negative finding |
+ ----------------------------- + -------- + ------- -------------------------- +
1) A two-hour sample coalesced 8 sub-samples of the same objemuv
interval of 15 minutes. In the case of intermittent (irregular) operating as a maximum instantaneous
simple sample.
2) Applies to water from infectious medical and similar devices.
Příl.16
FORMULA for calculating the amount of atmospheric water discharged into the sewer
+ ----------- + ----------------- + ---------------- ------- + --------------------- +
| type area | surface m2 | runoff coefficient | reduced surface m2 |
| | | | (Surface times |
| | | | runoff coefficient) |
+ ----------- + ----------------- + ---------------- ------- + --------------------- +
| A | | | |
+ ----------- + ----------------- + ---------------- ------- + --------------------- +
| B | | | |
+ ----------- + ----------------- + ---------------- ------- + --------------------- +
| C | | | |
+ ----------- + ----------------- + ---------------- ------- + --------------------- +
| | The sum of reduced areas: |
+ ----------- + ---------------------------------- ----------------------------- +
| Long-term precipitation standard ^ *: ......... mm / year ie. ...... 2 m2 / year |
+ ---------------------------------------------- ----------------------------- +
| annual quantity of discharged rainwater Q in m3 = sum of the reduced space |
| M2 times the long-term precipitation standard * m / year. |
+ ---------------------------------------------- ----------------------------- +
* Long-normal rainfall is an average of a certain value (eg. annual rainfall) locally
or region for 30 flies, currently at 30 flies - from 1961 to 1990. This value is then used
30 years, until 2020. It is the standard of the World meteorological organization.
Runoff coefficients by type of area
A) Area A - heavily permeable hard surfaces, such as built-up areas.
Roofs with an impermeable top layer of asphalt and concrete surfaces
paving the grout joints, paving:
If possible runoff into drains ..............
runoff coefficient of 0.9.
B) Area B - permeable hard surfaces, for example.
Landscaped paved gravel surfaces, paving the wider joints filled material that allows infiltration
:
If possible runoff into drains ..............
runoff coefficient of 0.4.
C) Area C - the areas covered by vegetation, grassed areas, eg. The set,
playgrounds, gardens, roads and seepage from zatravňovaných blocks:
If possible runoff into drains ..............
runoff coefficient of 0.05.
Příl.17
CALCULATION PROCEDURE fixed component of water and sewage
A. The solid component of water, respectively. sewage charges, deleted If the customer into the sewer wastewater in the amount of water supplied:
First According to the nature of a fixed component (§ 20 par. 4 of the Act) shall specify technical parameter for calculating each category (U1 to Un), where n is celkovýpočet categories.
U1 is the smallest selected technical parameter: The meter size in [m3 / h] with connections diameter in [mm] and the amount of water collected in [m3 / year].
Second Determine the fixed component of water, respectively. sewage rates in CZK per year for the category with the lowest collection S1 according to § 35 of this Decree.
Third Establishes the functional relationship between technical parameters representing different categories, from the formula of a power curve:
Si = k + a × UIB,
where i = 1, ... n.
Fourth According to local conditions is selected constant k <Si.
Note:
The constant k is given by CZK per subscription per year and could reflect costs associated with managing the collection regardless of the size of the technical parameters characterizing subscription. The higher the value, the greater the specific costs per m3 taken to small customers.
Fifth Depending on local conditions is selected exponent b which is generally in the range of 0.5 <b <the second
Note:
Selects if the exponent b = 1 and k = 0, the solid components for each category, as well as the dependence between the technical parameters characterizing each category. The more b less than 1, the more it grows the unit costs naodebraný m3 small customers. The b is greater than 1, the more grow specific costs per m3 collected large customers.
6th Calculate the coefficient of the formula:
7th Solid components (Si + 1) in CZK per year for other categories of sampling shall be calculated:
Si + 1 = k + x and Ui + 1b
B. The solid component of sewage charges, deleted If the customer into drains waste water from other sources (ie. Rainfall, groundwater etc.)
SS = Qs × (JSS - DSS)
o ... overall fixed component of the wastewater discharged into the sewer from other sources
CZK / year
Qs ... the total amount of wastewater discharged from other sources m3 / year
JSS ... one- sewage CZK / m3
DSS-component ... sewage CZK / m3.
C. Checking the condition price assessment
A check sum of all solids, so it has to pay:
Pi ..... number of samples in each category
m .....% set by the Ministry of Finance, expressed as percentages of share (% / 100)
N ..... economically justified costs for water supplied, respectively. drainage in CZK / year ......
Of reasonable profit out of the water supplied, respectively. drainage in CZK / year.
Note: If the proceeds of solids, expressed in% of the total economically justified costs and a reasonable profit for the period will be higher than that provided by the Ministry of Finance regulation of prices, it is necessary to reduce the calculation, respectively. b. If the condition is met, but it will be desirable to increase revenues should be increased proportionately ka b.
Příl.18
FINANCING PLAN RECOVERY water supply or sewerage
First The owner of the water supply or sewerage:
A. Legal entity:
Company Name:
Registered Address:
Personal identification number, if assigned:
Statutory Authority:
B. Individuals:
Name, name and surname or business name,
Personal identification number, if assigned:
Date of Birth:
Registered address or place of residence:
Second The operator (indicate the extent of the data referred to in point 1 point. A or B, if not identical with the owner):
Third The degree of responsibility for the restoration of water supply and sewerage assets arising from the contract pursuant to § 8 par. 2 of the Act:
Fourth Table recovery plan financing water supply or sewerage:
Columns
First Serial number of the line - for orientation in the chart.
Second Group assets under § 5, or even in the division after
identification numbers of property registration (ICME).
Third Value as the sum of the values listed for each item selected data
property records. Enters the total value of assets to
first January of the year in which the plan is developed and approved.
This year is the year preceding the first year of the planning period of ten years.
Asset value is entered summarily for groups: water supply, sewerage, water treatment
water, sewage treatment plants or ICME. Percentages
infrastructure assets of water supply and sewerage
reproduction purchase price. It includes only assets with corresponding capacities
real potential applications in the field of water supply and sewerage.
Assets were put into groups of summary and valuation of sub-items of property are governed by rules and methods
property records. For all four groups
property is entered in the value of CZK mil. To two decimal places.
Fourth The owner of deliberately or methodology provides value
percent wear for different groups of selected data
property records, or items. Determining% for larger units to perform
weighted (by price) average. Method for determining percent
wear describes Commenting plan. Percentage expresses the condition
can be derived from length of service life. Evaluation is also possible as a result of professional investigation
wear rate (deterioration).
Fifth Theoretical time accumulation of funds in years lifetime = /
100 * (100 - wear%); rounded to whole years. It is advisable to consider the following
life: water mains feeding and water supply network
80 years, water treatment plants, or power 45 years, sewerage
90 years, sewage treatment plants for 40 years.
6th For Water - Influx Series + distribution water mains and sewers
+ Influx sewer sewer network indicates the length in kilometers to two decimal places
. Length states selected data property records.
7th to 11. The necessary financial resources stated in the breakdown of the lessons of
water and sewage, and others, according to the note under the table, alone
calendar year.
12th Necessary funds stated in the breakdown of the lessons of
water and sewage, and others, according to the note under the table as a summary
5 calendar years.
Fifth Rules to fill tables in point 4 (processing rules
table recovery plan financing water supply or sewerage)
A. Assets water supply or sewerage states divided into groups according
§ 5 of the Act and pursuant to § 6. 2. Individual items selected
proprietary data records may be placed separately or
divided into parts according to technical perspective , an operational standpoint or in custody
to implement restoration, but always shows the total for the group
selected data property records. In the event of breakdown recovery plan
funding to groups, it should be noted under the table to
individual groups all the identification numbers of possessions belonging to the group
. In the event that the owner segmented group for the selected data
property records directly by property identification numbers, used
To mark the line numbering with a slash (ie. The breakdown of water supply networks
2/1, 3/1, 2/2, 3/2, 2/3, 3/3 water treatment plants 4/1, 5 / 1, 4/2, 5/2,
sewerage networks 6/1, 7/1, 6/2, 7/2, and 8/1 of wastewater treatment plants,
9/1, 8/2, 9/2 etc.) totals for the entire group are brought into rows 2, 3,
4, 5, 6, 7, 8, 9.
B. The individual items of the financing plan, renewal of water mains or sewers or
sums are allocated to reproductive
calculated purchase price specified in Annexes Nos. 1 to 4 hereto, it is
selected data property records. The value of the property is entered
collectively for the group water mains; sewer;
construction for water treatment and wastewater treatment or after each ICME.
For the calculation of the actual purchase price applies Decree no.
441/2013 Coll., Implementing the Act on valuation (valuation decree) or
Methodical Instruction of the Ministry of Agriculture "for the approximate calculation of reproductive indicators
prices of selected data objects into property records
water and sewer systems and plans for financing the renewal of water mains and sewers
"which is based on the decree and complements it.
Classification of assets into groups and sub-items of property valuation is governed by rules and methodology
property records. For all four groups of assets
entered "value" in mil. CZK to two decimal places (the column 3
table).
C. The owner of deliberately (methodology) provides value
percent wear for different groups of selected data property
records or items. Determining percent for larger units is carried
weighted average based on the value at replacement cost.
Method of determining the percent wear describe in the comments under point 8. Percentage
is an expression of the state, it can be deduced from the length of life of
according to § 30 and 31 of Law no. 586/1992 Coll., On Income Taxes , as
amended, taking into account other aspects - such
traffic load, surfaces or materials used.
Evaluation can be expressed as a result of "impairment" (exploring deterioration).
D. The need for funding is given on the basis of information contained in
points B and C to the schedule of 5 years alone, it is a
columns 7, 8, 9, 10, 11, and another 5 years in total in column 12 in
breakdown on resources generated from water and sewage and other resources
such as loans, grants and other resources from other income.
6th Comment on the financing plan for restoration of water supply or sewerage
describing the procedure of processing, including the method used
evaluate the condition of the property, reasoning above items
funds obtained from water and sewage, and others in relation to social, || | environmental and economic consequences.
7th Proof of approval of the plan for financing the restoration of water supply or sewerage
statutory authority of the owner.
8th Documents for the implementation of the financing plan, renewal of water mains or sewers
in individual years after his treatment constitutes comparison
according to § 36 para. 5 of the Act and a list of completed projects including restoration
cost.
9th Reference number and date of approval:
10th The stamp and signature of the owner:
Příl.19
CALCULATION (calculation) CEN water and sewerage charges for the calendar year XXXX
Table. 1
+ ------ + --- + ------------------------------- --------------------------------- +
| I | Recipient of water and sewage | |
| II | The operator-name and ID | |
| III | Owner-name and ID | |
| IV | Form A to F | |
| V | Index 1 to x | |
| VI | ICPE-related price | |
+ ------ + ------- + ------------------------------- ----------------------------- +
+-------+----------------------------------------------------------------------------------------------------+
| | Costs for calculating the price for water and sewage |
| |----------------------------------------------+-------------+-------------------+-------------------+
| row | Cost items | specific | VodaPitná | Water Waste |
| | | unit | xxxx-1 | xxxx | xxxx-1 | xxxx |
| | | | What. com. | Calculus. | What. Sk. | Calculus. |
+-------+----------------------------------------------+-------------+---------+---------+---------+---------+
| 1 | 2 | 2a | 3 | 4 | 6 | 7 |
+-------+----------------------------------------------+-------------+---------+---------+---------+---------+
| 1st | material | mil. CZK | | | | |
| 1.1 | - Raw water underground + surface | mil. CZK | | | | |
| 1.2 | - Drinking water taken + waste water | mil. CZK | | | | |
| | passed for cleaning | | | | | |
| 1.3 | - Chemicals | mil. CZK | | | | |
| 1.4 | - Other materials | mil. CZK | | | | |
| 2nd | energy | mil. CZK | | | | |
| 2.1 | - Electricity | mil. CZK | | | | |
| 2.2 | - Other utilities (gas, liquid and solid | mil. CZK | | | | |
| | Energy) | | | | | |
| 3rd | wages | mil. CZK | | | | |
| 3.1 | - Direct wages | mil. CZK | | | | |
| 3.2 | - Other personal expenses | mil. CZK | | | | |
| 4th | Other direct costs | mil. CZK | | | | |
| 4.1 | - Depreciation | mil. CZK | | | | |
| 4.2 | - Repairing infrastructure assets | mil. CZK | | | | |
| 4.3 | - Tenancy infrastructure assets | mil. CZK | | | | |
| 4.4 | -prostředky renewal of infrastructure assets | mil. CZK | | | | |
| 5th | Operating expenses | mil. CZK | | | | |
| 5.1 | - Fees for discharging waste water | mil. CZK | | | | |
| 5.2 | - Other operating expenses External | mil. CZK | | | | |
| 5.3 | - Other operating expenses for own account | mil. CZK | | | | |
| 6th | Financial expenses | mil. CZK | | | | |
| 7th | Financial income | mil. CZK | | | | |
| 8th | Manufacturing overhead | mil. CZK | | | | |
| 9th | Administrative overheads | mil. CZK | | | | |
| 10th | Full own costs | mil. CZK | | | | |
| A | The value of the related infrastructure | mil. CZK | | | | |
| | assets under VÚME | | | | | |
| B | The acquisition cost of the related operating | mil. CZK | | | | |
| | tangible assets | | | | | |
| C | Number of employees | people | | | | |
| D | Drinking water invoiced | mil. m3 | | | | |
| E | - Of which the household | mil. m3 | | | | |
| F | Waste water is drained off invoiced | mil. m3 | | | | |
| G | - Of which the household | mil. m3 | | | | |
| H | Water withholding invoiced | mil. m3 | | | | |
| I | Purified Water Waste | mil. m3 | | | | |
| J | Drinking water or wastewater taken | mil. m3 | | | | |
| K | Drinking water or wastewater transmission | mil. m3 | | | | |
+-------+----------------------------------------------+-------------+---------+---------+---------+---------+
Note: Costs are given in CZK mil. To 3 decimal places.
Rows A and B are in mil. CZK to 2 decimal places.
VÚME = selected data property records.
+-------+----------------------------------------------------------------------------------------------------+
| | The calculated price for water and sewage |
| |-------------------------------------------+----------+----------------+-------------+--------------+
| row | text | specific | Note | Drinking Water | Water Waste |
| | | unit || calculation | calculation |
+-------+-------------------------------------------+----------+----------------+-------------+--------------+
| 1 | 2 | 2a | 2b | 4a | 7a |
+-------+-------------------------------------------+----------+----------------+-------------+--------------+
| 11th | Unit costs | CZK.m-3 | R.10 / or D | | |
| | | | R.10 / F + H | | |
| 12th | CMH | mil. CZK | R.10 | | |
| 13th | Costing profit | mil. CZK || | |
| 14 | - Share calculus. Profit from CMH | || | |
| | (Benchmark) | % | R.13 / l. 12 * 100 | | |
| 15 | - From l. 13 on the development and restoration | mil. CZK || | |
| | infrastructure assets | || | |
| 16. | Total profit + UVN | mil. CZK | r. 12 + r. 13 | | |
| 17. | Invoiced water potable, waste + | mil. m3 | r. D or | | |
| | Withholding F + H | || | |
| 18. | Price of water, sewerage | CZK.m-3 | l. 16 / R. 17 | | |
| 19th | PRICE for water, sewer + VAT | CZK.m-3 | r. 18 + VAT | | |
+-------+-------------------------------------------+----------+----------------+-------------+--------------+
+------------------------------------------------------------------------------------------------------------+
| Prepared by: |
| Checked: |
| Phone: |
| e-mail |
| Date: |
| Approved the statutory representative of the operator: |
+------------------------------------------------------------------------------------------------------------+
Notes:
1 Unit costs for drinking water supply are complete own resources cost technology for water treatment (water treatment plant)
or without treatment technology of water (borehole or drilling a single catchment area) divided by the measured amount of water
transmitted to transport or directly to the network. Each resource has its own unit costs.
Second Unit costs to transport drinking water are the transport costs divided by the measured amounts of water
supplied to the grid when measuring and transport involves the entire network is dělitelemmnožství water invoiced to customers.
Third Unit costs of transport of waste water with respect to the feeder network and short (no measurement between the network and feeder)
transportation costs divided by the separated sanitary sewage systems sewer amounts invoiced to customers and wastewater
unified sewerage network divided by the amount invoiced wastewater supplemented omnožství invoiced rainwater.
Calculation (calculate) the prices for water and sewage for the year XXXX + 1 using the two-component form water and sewage.
Table no. 3
+-------+----------------------------------------------------------------------------------------------------+
| | The calculated price for water and sewage |
| |----------------------------------------+-------------+----------------+-------------+--------------+
| row | text | specific | Note | Drinking Water | Water Waste |
| | | unit || calculation | calculation |
+-------+----------------------------------------+----------+-------------------+-------------+--------------+
| 1 | 2 | 2a | 2b | 4b | 7b |
+-------+----------------------------------------+----------+-------------------+-------------+--------------+
| 21. | Fixed component - (CMH + profit) | mil. CZK | from l. 16 | | |
+-------+----------------------------------------+----------+-------------------+-------------+--------------+
| 21.a | - The share of total income and CMH | % | (L. 21 / R. 16) * 100 | | |
+-------+----------------------------------------+----------+-------------------+-------------+--------------+
| 22nd | The variable component - (CMH + profit) | mil. CZK | l. 16- l. 21 | | |
+-------+----------------------------------------+----------+-------------------+-------------+--------------+
| 22 and | - Of which: CMH | mil. CZK | r. 22 * (1- | | |
| | | | (l. 21/100)) | | |
+-------+----------------------------------------+----------+-------------------+-------------+--------------+
| 22.b | : Calculating profit | mil. CZK | l. 22 - l. 22a | | |
+-------+----------------------------------------+----------+-------------------+-------------+--------------+
| 23. | Price variable components | CZK.m-3 | l. 22 / R. 17 | | |
+-------+----------------------------------------+----------+-------------------+-------------+--------------+
| 24th | Price variable + VAT | CZK.m-3 | r. 23 + VAT | | |
+-------+----------------------------------------+----------+-------------------+-------------+--------------+
| 25. | Technical characteristics of the solid component according to § 33 para. 1 of this Decree | | |
| | (A, b, c) and the above minimum and maximum payments for a fixed || |
| | folder in CZK in a year and a connection | | |
+-------+-----------------------------------------------------------------------+-------------+--------------+
+------------------------------------------------------------------------------------------------------------+
| Prepared by: |
| Checked: |
| Phone: |
| e-mail |
| Date: |
| Approved the statutory representative of the operator: |
+------------------------------------------------------------------------------------------------------------+
Příl.19a
BREAKDOWN cost items, ITS CONTENTS, VOLUME AND QUANTITATIVE
items when calculating the price of water and sewerage charges
+-------+-------------------+----------------------------------------------------+---------------------------------+
| row | item | Table of contents | Note |
+-------+-------------------+----------------------------------------------------+---------------------------------+
| 1 | 2 | 3 | 4 |
+-------+-------------------+----------------------------------------------------+---------------------------------+
| I. | Recipient aqueous | Name of entity that collects from customers | |
| | and sewage | payments for water and sewerage. | |
+-------+-------------------+----------------------------------------------------+---------------------------------+
| II. | Provozovatel- | Name of entity that has a license to operate | |
| | the name and ID | infrastructure referred to in the decision of the RA. | |
| | | Identification of that entity. | |
+-------+-------------------+----------------------------------------------------+---------------------------------+
| III. | Owner-name and | The infrastructure of water and sewage | |
| | IR | whose operation is subject to authorization in line II. | |
| | | Identification of that entity. | |
+-------+-------------------+----------------------------------------------------+---------------------------------+
| IV. | Form A to F | "Form A - Calculating customer prices for water | To calculate prices for aqueous and prices |
| | a year. | And sewerage prices for the year XXXX". | for sewage, especially calculation |
| | | "Form B - Calculation of prices between operators | prices between operators is |
| | | (transmitted by drinking water and waste water taken) for | desirable to know the sub-unit |
| | | water and sewage rates for the year XXXX. ". In Forms B | cost sources of drinking water |
| | | Identification is made up of the entity or entities, which is | transport potable water, transport |
| | | Drinking water is calculated as (a calculatedly) price | wastewater and sewage |
| | | comes after the event, from which the waste water | wastewater. These data, as |
| | | taken over. | sources of drinking water and sewage |
| | | "Form C - unit costs for the supply of drinking | wastewater are required for |
| | | Water Year XXXX". | Selected operating records |
| | | "Form D - unit costs for transporting drinking | VÚPE. This is the Form C, D, |
| | | water in XXXX". | E, and F. These within |
| | | "Form E - the unit cost of transportation of waste |" Comparison "not sent to the Ministry of Agriculture, |
| | | waters of XXXX" | But archived and used |
| | | "Form F - unit cost of wastewater | operator and control |
| | | waters of XXXX". | authorities. Results Forms |
| | | Note that the form is different only in kind, not | C and F (unit costs) |
| | | in the form of processing. | states to VÚPE. |
+-------+-------------------+----------------------------------------------------+---------------------------------+
| V. | Index 1 to x | For larger quantities of each calculation prices | |
| | | and thus forms with a single owner or | |
| | | the operator will be the appropriate form letter | |
| | | indexed sequential number corresponding prices for | |
| | | water and sewerage prices for. Unindexed letters | |
| | | Forms will be sum-form. | |
+-------+-------------------+----------------------------------------------------+---------------------------------+
| VI. | ICPE related | Identification number of operating records, which is | ICPE contain ICME. |
| | price | cost included in the calculation of the price for | ICME = Identification Number |
| | | water and sewerage prices for | property records. |
+-------+-------------------+----------------------------------------------------+---------------------------------+
+-------+-------------------+----------------------------------------------------+---------------------------------+
| 1st | material | Group subheadings - sum | |
+-------+-------------------+----------------------------------------------------+---------------------------------+
| 1.1 | - Raw water | Circulation for actually taking groundwater | At the rate of groundwater |
| | Underground + | for drinking water supply, or payment for purchase | fee pursuant to Act no. |
| | surface | surface water for drinking water treatment. | 254/2001 Coll., On waters, as amended |
| | | | amended. |
+-------+-------------------+----------------------------------------------------+---------------------------------+
| 1.2 | - Drinking water | Costs for drinking water (col. 3 and 4) for the purchase of drinking | In the case of two-component prices |
| | taken + | Water from another operator, or cargo on the water | It includes two components. |
| | wastewater | waste (col. 6 and 7) for taking wastewater | For forms, according to Annex no. 20 |
| | passed for cleaning | to transfer and cleaning by other operators. | is indicated in the notes IR |
| | | These costs can be incurred within one | entities from which the |
| | | Operator between different calculations. | Drinking water taken (which |
| | | | has been paid) and waste |
| | | | Water, which was transmitted |
| | | | (For whom it was paid for). |
+-------+-------------------+----------------------------------------------------+---------------------------------+
| 1.3 | - Chemicals | Costs for the purchase of chemicals consumed in | Chemicals Chemicals |
| | | production and supply of drinking water (col. 3 and 4) and purification | Laboratories are included in the line |
| | | treatment (col. 6 and 7). | 5.3 - Other operating expenses |
| | | | own account. |
+-------+-------------------+----------------------------------------------------+---------------------------------+
| 1.4 | - Other | The cost of material consumed in manufacture. Furthermore | Costs of |
| | material | here includes the consumption of water meters acquisition | material used in |
| | | the price of 40 thousand. CZK according to accounting | maintenance, repair and "renewal". |
| | | Rules relevant company (or disposable | Excludes consumption here |
| | | gradual depreciation). | Personal protective equipment. |
| | | | They are either in line 8th |
| | | | production overheads or under |
| | | | hourly billing rates in |
| | | | valuation corrections |
| | | | infrastructure assets - |
| | | | Line 4.2 |
+-------+-------------------+----------------------------------------------------+---------------------------------+
| 2nd | energy | Group subheadings - sum |
+-------+-------------------+----------------------------------------------------+---------------------------------+
| 2.1 | - Electric | Energy costs for buildings | Electricity costs |
| | energy | infrastructure assets. | at operations centers and |
| | | | in office buildings in |
| | | | included in administrative expenses. |
+-------+-------------------+----------------------------------------------------+---------------------------------+
| 2.2 | - Other energy | The cost of gas, heat, fuels (gasoline | cost of gas, heat and drinking |
| | (gas, solid and | diesel) and drinking water for buildings | water at operations centers and |
| | liquid energy | infrastructure assets. | administrative buildings |
| | PHM - propulsion | | is included in administrative expenses. |
| | mass) | | |
+-------+-------------------+----------------------------------------------------+---------------------------------+
| 3rd | wages | Group subheadings - sum |
+-------+-------------------+----------------------------------------------------+---------------------------------+
| 3.1 | - Direct wages | Costs are wages, including wage compensation. It is | Do not include direct wages |
| | | staff working on infrastructure objects | wage workers if |
| | | assets (water treatment, transportation of drinking water, | the use of so-called secondary |
| | | shipment of waste water treatment plant), relating to the | Circuit of the salary include |
| | | calculation and even masters, operations manager, | despite hourly rate in line |
| | | plánovaček operations centers, etc. | 4.2 or 5.3 |
| | | | (The equivalent of external services). |
+-------+-------------------+----------------------------------------------------+---------------------------------+
| 3.2 | - Other companies | Costs are owned by other personal expenses, ie. | |
| | costs | Agreement on the implementation of activity, contract work, | |
| | | social security and health insurance as well | |
| | | other expenses in accordance with applicable rules | |
| | | price regulation. All this in relation to the direct line 3.1 | |
| | | wages. For part forms C, D, E, F costs | |
| | | bring into shares according to internal regulations. | |
+-------+-------------------+----------------------------------------------------+---------------------------------+
| 4. Other direct costs subheadings Group - sum |
+-------+-------------------+----------------------------------------------------+---------------------------------+
| 4.1 | - Depreciation | Depreciation here gives owners of infrastructure | Not mentioned here Depreciation |
| | | water supply and sewerage assets, if the assets | operating assets - operating and |
| | | They did not rent the operator. Above all it is | administrative building at |
| | | community and society mixed, they are owners | owned operators - those |
| | | currently operating water and sewer. | They are included in administrative expenses. |
| | | Operating companies are reported depreciation in case | Excludes depreciation transport |
| | | realization of technical (economic) evaluation | and machinery, |
| | | infrastructure asset by the lessor | if not the property |
| | | § 28 para. 6 of the Act no. 563/1991 Coll. Further depreciation | the owner of a plumbing |
| | | assets associated with infrastructure assets | drains given purpose |
| | | - GIS depreciation, amortization dispatching, if the property | relation to a particular |
| | | infrastructure owner, depreciation water meters | infrastrukturnímu property and |
| | | costing over 40 thousand. CZK, says the amortization | within these assets |
| | | further technical assets, for example. Depreciation | also depreciated. The calculation |
| | | portable pumps, IT equipment, machinery etc., | Price not include depreciation |
| | | if it is directly attributable to the service and | of infrastructure assets |
| | | owner and is not reported within | Water and Sewage or |
| | | internal transfers. | part, it was acquired from |
| | | | grant funds. |
+-------+-------------------+----------------------------------------------------+---------------------------------+
| 4.2 | - Repair | Repair costs consist of all infrastructural | They include repairs |
| | infrastructure | assets realized on own account and outsourced | transport equipment and machinery |
| | property | in accordance with the Act no. 563/1991 Coll. For corrections | means when in |
| | | own account, not only the amount of own | Property owner aqueduct |
| | | work, but also costs associated with the costs of | or sanitation due to |
| | | material, transport and construction machinery. repair | their purpose to custody |
| | | there is no technical and economic evaluation | specific infrastrukturnímu |
| | | tangible assets. | property. |
+-------+-------------------+----------------------------------------------------+---------------------------------+
| 4.3 | - Hiring | Load funds are paid | |
| | infrastructure | the owner of the water supply infrastructure or | |
| | property | sewer lessee (operator). | |
+-------+-------------------+----------------------------------------------------+---------------------------------+
| 4.4 | - Resources | Costs are defined and resources needed to | |
| | recovery | Reconstruction of infrastructure assets "Plan | |
| | infrastructure | finance rehabilitation of water supply and sewerage systems" | |
| | property | allowing recovery beyond cost items | |
| | | listed in items 4.1 and 4.2. This is also | |
| | | Infrastructure acquired from grant funds. | |
+-------+-------------------+----------------------------------------------------+---------------------------------+
| 5. Running costs Group subheadings - sum
+-------+-------------------+----------------------------------------------------+---------------------------------+
| 5.1 | - Charges | Costs are as payments for discharged pollution | |
| | drain | such as the amount of wastewater discharged by | |
| | wastewater | another law. | |
+-------+-------------------+----------------------------------------------------+---------------------------------+
| 5.2 | - Other operating | Costs are other costs not included in | |
| | external costs | previous rows nature of external costs. | |
| | | E.g. sludge disposal outsourced insurance assets | |
| | | Liability insurance, laboratory services outsourced | |
| | | readings and billing of water and sewage externally | |
| | | monitoring and external cleaning of sewers, involves | |
| | | and lease operating assets, operating expenses | |
| | | GIS outsourced maintenance and repair connections in public | |
| | | space externally, transportation externally. | |
+-------+-------------------+----------------------------------------------------+---------------------------------+
| 5.3 | - Other operating | Costs are not included in other expenses | |
| | costs of own | previous rows, they have the character | |
| | directing | internal costs. E.g. laboratory services | |
| | | Internally, readings and billing of water and sewage | |
| | | Internally, monitoring and cleaning sewers | |
| | | Internally, includes operating costs for GIS internally | |
| | | maintenance and repairs including material connections in | |
| | | public space internally. Water consumption for | |
| | | duct cleaning. Disposal of sludge, if implemented | |
| | | own account. | |
+-------+-------------------+----------------------------------------------------+---------------------------------+
| 6th | Financial expenses | Interest on loans payable after the infrastructural | Excludes banking fees |
| | | assets into use, the fees associated with FVC | (Fees for sent and received |
| | | Loans. | Payments) |
| | | Financial settlement of the difference in calculations performed | and interest on operating loans - |
| | | the methodology OPE - financial instruments. | to include administrative overheads. |
+-------+-------------------+----------------------------------------------------+---------------------------------+
| 7th | Financial income | Revenue Revenue for services provided infrastructure | It is reported as a negative value. |
| | | without the costs were allocated. E.g. for cleaning | |
| | | imported waste water - processing imported | |
| | | sludge from septic tanks, different treatment of imported sludge. | |
| | | Proceeds from the sale of electricity generated at | |
| | | objects of infrastructure assets. financial | |
| | | Settlement of the difference calculations carried out by | |
| | | OPE methodology - financial instruments. | |
+-------+-------------------+----------------------------------------------------+---------------------------------+
| 8th | Manufacturing overhead | Depreciation expense in operating assets | Repair of vehicles and construction |
| | | owned operator, repairs to buildings | resources are reported in |
| | | operations centers owned by the operator. | within the mileage or |
| | | Consumption of energy operations centers. Furthermore | hourly rates for repairs. |
| | | transportation costs and other costs | |
| | | with operational centers, which have the character | |
| | | and indirect costs associated with manufacturing | |
| | | activities. | |
+-------+-------------------+----------------------------------------------------+---------------------------------+
| 9th | Administrative overheads | Expenses include depreciation and external repairs and custom | Labor and other social |
| | | in administrative buildings owned | overhead expenses denominated in |
| | | operators consumption of materials and management | activities (management organization, |
| | | Administrative work, consumption. energy | economic sections, farm |
| | | gas and heat for operating the centers and | management, etc.) are included in the line |
| | | office buildings, rents out | 3.1 and 3.2. |
| | | administrative buildings, the cost of communications and | Director Shareholder will also be used |
| | | computer technology, travel and transportation for overhead | in cases where organizations |
| | | activities, staff training conducted in overhead | apply multiple calculations and if |
| | | activities. | performs activities unrelated |
| | | Costs for administrative expenses include the share | the price of water and the price for |
| | | they are included in the calculations by the Internal | sewage (eg. a design |
| | | prescription | consultancy including |
| | | | engineering activities |
| | | | construction, realization of building |
| | | | orders , business |
| | | | etc., with regard to external |
| | | | such contract or contracts |
| | | | character). |
+-------+-------------------+----------------------------------------------------+---------------------------------+
| 10. Entire own costs |
+-------+-------------------+----------------------------------------------------+---------------------------------+
| A | value | It is reported by the sum of the actual acquisition VÚME | It is stated in all forms A and |
| | associated | Prices of water supply and sewerage assets included | B, it is also indexed |
| | infrastructure | in these VÚPE, see line VI. | (If more than prices |
| | assets under | | buyer possibly more |
| | VÚME | | pricing between operators at one |
| | | | operator. Used for Framework |
| | | | control the amount fixed costs |
| | | | to restore generated in price |
| | | | for water and sewage charges for the cost. |
+-------+-------------------+----------------------------------------------------+---------------------------------+
| B | Net book value | According to the inventory sheets yet entirely neodepsaného | Net asset value |
| | infrastructure | property. | serving activities which |
| | property and | | considered as eligible costs |
| | associated | | zahrnutelné in prices for water and |
| | operational, | | prices for sewerage. It relates only to |
| | tangible and | | u summation of A and B. |
| | intangible | | (No index) Distribution on A and B |
| | assets | | is carried through the calculations |
| | property | | costs. |
| | operator | | In the case of property used i |
| | property | | for activities other than those listed |
| | | | in the first sentence is determined proportion |
| | | | zahrnutelné residual value in% |
| | | | depending on its use for activities |
| | | | zahrnutelných in prices for water |
| | | | and prices for sewerage. |
+-------+-------------------+----------------------------------------------------+---------------------------------+
| C | Number of employees | Give the number of employees thus including | It is reported only in summation |
| | | management. | Forms A and B. |
| | | | (No index). |
| | | | The division into A and B was carried out |
| | | | through calculations of costs. |
+-------+-------------------+----------------------------------------------------+---------------------------------+
| D | Drinking Water | When calculating the price for water in column 3 states | The term "Drinking water |
| | billed | drinking water invoiced in the previous | invoiced" is the amount |
| | mil. m3 | calendar year, achieved (usually amount | water shipped in a given year, and |
| | | which according to actual consumption will be achieved, because | he is invoiced in the year |
| | | price will be calculated before the end of the calendar | following. |
| | | year). In the fourth column shows the amount | |
| | | projected on the basis of the third column | |
+-------+-------------------+----------------------------------------------------+---------------------------------+
| E | - Of which | Similarly as in the line D, but the amount refers only | The figure is not used for calculating |
| | home | households. (Price calculation). | |
| | mil. m3 | | |
+-------+-------------------+----------------------------------------------------+---------------------------------+
| F | Water Waste | When calculating the price for sewerage in the sixth column lists | The term "Water Waste |
| | levied | waste water volume billed in the previous | levied invoiced" understand |
| | invoiced | calendar year, achieved (generally the amount | quantity of waste water in the |
| | mil. m3 | which according to actual consumption will be achieved, since | the year paid, even if the |
| | | price will be calculated before the end of the calendar year). | invoiced in the year |
| | | In the seventh column indicates the anticipated amount for | following. |
| | | Basis of column 6 | |
+-------+-------------------+----------------------------------------------------+---------------------------------+
| G | - Of which | Similarly as in the line F, but the amount refers only | The figure is not used for calculating |
| | home | households. | (Price calculation). |
+-------+-------------------+----------------------------------------------------+---------------------------------+
| H | Water withholding | All invoiced rainwater for calendar | Given that this is the |
| | invoiced | year. | computational amount, this can |
| | mil. m3 | | value to indicate no such |
| | | | assumption but as real |
| | | | Amount invoiced. |
+-------+-------------------+----------------------------------------------------+---------------------------------+
| I | Water Waste | This quantity of the sewage flowing | The figure serves supervisory authorities. |
| | Purified million. m3 | wastewater into surface waters. | |
| | | When calculating the price of the quantities estimated. | |
+-------+-------------------+----------------------------------------------------+---------------------------------+
| J | Potable or waste | When calculating the price of the quantities | The figure serves supervisory authorities. |
| | Water taken | predicted, but with high accuracy | |
| | mil. m3 | | |
+-------+-------------------+----------------------------------------------------+---------------------------------+
| K | Potable or waste | When calculating the price of quantities envisaged, | The figure serves supervisory authorities. |
| | Water transmission | but with a high degree of accuracy. | |
| | mil. m3 | | |
+-------+-------------------+----------------------------------------------------+---------------------------------+
Příl.20
Not pay
Příl.21
DEVELOPMENT PLAN Water and sewer or updating
FILE STRUCTURE TABLE PART TEXT PART
Based on the authorization in § 4 para. 9 of the Act are adjustments and formats the text part as follows:
- Description of the change will be created in PDF / A, DOCX or DOC, and his name will be created so that the existing name
file adds the following 5 positions, ie. "_20XX (underscore a given year)." Updated facts and figures will be distinguished
from the original color or font type and description in the title bar labeled "CHANGE 20XX (the year),"
- adding a description of the current state will be created in PDF / A, DOCX or DOC, and his name will be created so that to the existing name
file adds the following 5 positions, ie. "_20XX (underscore a given year)." Updated facts and figures will be distinguished
from the original color or font type and description in the title bar labeled "ADDING 20XX (the year),"
TABLE PART
Based on the authorization in § 4 para. 9 of the Act is defined file structure of the table in MDB format. Applications Schedule
development of water supply and sewerage systems includes the following file structure:
(N - integer, T - text, D - real number in the double-precision)
Table REGION - includes dial counties
Id_nr N automatic number (do not fill)
nr N serial number
nuts T marking the region (eg. CZ021) nazev T
name
Region
Table OBCEROZ - includes dial municipalities with extended powers
Id_nr N automatic number (do not fill)
nr N serial number label T
county region to which it belongs (see "nuts" in the table REGION)
District N district designation ( "ident ') to which it belongs
nazev T name of a municipality with extended powers
N ident identification number of municipalities with extended powers
Table VILLAGE - includes dial municipalities
Id_nr N automatic number (do not fill), T
county designation region to which it belongs (see "nuts" in the table REGION)
District N designation of the district to which it belongs
obecroz N designation of municipalities with extended powers, under which the municipality falls ( "ident" OBCEROZ)
icob T identification number of municipalities (UIR)
kodobec T code number of the village (UIR) nazev
T
village name acislo T the identification number of municipalities
psc T postcode
turn, N serial number of municipalities in the code PRVKUK
Table WATERMAINS - includes water pipes dial
Id_nr N automatic number (do not fill) Highlight
T
county designation tap T designation region to which it belongs
skupvod T assignments to group water supply operation
T
VKM nazev T name aqueduct
N-type independent or assigned to a group
N rokpripoj year connection
writes N 0 to the water system are not associated technical data, 1 for tap water are associated technical data
invv1 - invv30 D aqueducts - investment costs from the base year to 2030
invvpo D aqueducts - investment costs after 2030
invk1 - invk30 D sewers - investment costs from the base year to 2030
invkpo D sewers - investment costs after 2030
zpracovate T processor PRVKUK
note t notice to the appropriate location (optional explanatory text data from the database)
Table SKUPVODOVOD - includes dial regional water
Id_nr N automatic number (do not fill)
county designation region T to which water supply include
T Mark the designation of regional water
nazev T name of regional operators
Turn, N serial number
Table instead - includes balance sheet data and investment costs of all parts of municipalities
Id_nr N automatic number (do not fill)
region T text description of the region according to the Statistical Yearbook (např.CZ021)
obecroz N four-digit code number of municipalities with extended powers
District N four-digit code number of the district , optional
icob T identification number of municipalities by municipalities registry
village T code number of the community to which it belongs, filled
kodcob T code number of the village
kodlok N double-digit code is representative list of villages and hamlets under the one local (municipal) authority
nazev T name of a city, village, hamlet
psc T postcode village
acislo T code number of the village processor PRVKUK
year1 N base year (2002)
year2 N year in which the data is valid obyv2, rekr2 etc. (2005)
N year3 year in which the data is valid obyv3, rekr3 etc. (2010)
N year4 year in which the data is valid obyv4, rekr4 etc. (2015)
N rok5 year in which the data is valid obyv5, rekr5 etc. (2020)
year 6 N a year in which the data is valid obyv6, rekr6 etc. (2025)
N rok7 year in which the data is valid obyv7, rekr7 etc. . (2030)
obyv1 N number of permanent residents in the base year
obyv2 N number of permanent residents in 2005
obyv3 N number of permanent residents in 2010
obyv4 N number of permanent residents in 2015
obyv5 N number of permanent residents in 2020
obyv6 N number of permanent residents in 2025
obyv7 N number of permanent residents in 2030
rekr1 N number of temporary residents in the base year
rekr2 N number of temporary residents in 2005
rekr3 N number of temporary residents in 2010
rekr4 N number of temporary residents in 2015
rekr5 N number of temporary residents in 2020 || | rekr6 N number of temporary residents in 2025
rekr7 N number of temporary residents in 2030
pvod1 N number of population connected to water in the base year
pvod2 N number of population connected to water in 2005 || | pvod3 N number of population connected to water in 2010
pvod4 N number of population connected to water in 2015
pvod5 N number of population connected to water in 2020
pvod6 N number of population connected to water in 2025
pvod7 N number of population connected to water in 2030
pkan1 N number of inhabitants connected to the sewerage system in the base year
pkan2 N number of inhabitants connected to the sewerage system in 2005
pkan3 N number of inhabitants connected to the sewerage system in 2010
pkan4 N number of inhabitants connected to the sewerage system in 2015
pkan5 N number of inhabitants connected to the sewerage system in 2020
pkan6 N number of inhabitants connected to the sewerage system in 2025
pkan7 N number of inhabitants connected to sanitation in 2030
pcov1 N number of inhabitants connected to the sewage treatment plant in the base year
pcov2 N number of inhabitants connected to the sewage treatment plant in r. 2005
pcov3 N number of inhabitants connected to the sewage treatment plant vr .2010
pcov4 number N population connected to wastewater treatment plants in the year 2015.
N pcov5 population connected to the WWTP r. 2020
pcov6 N number of inhabitants connected to the sewage treatment plant in r. 2025
pcov7 N number of inhabitants connected to the sewage treatment plant in r. 2030
VODS N supply current (0 = no running water, one with water services, other = NS)
N vodb water supply in the future (0 = no running water, one with water services, other = NS)
prum1 D average needed water m3 / day in the base year
prum2 D average water consumption in m3 / day in 2005
prum3 D average water consumption in m3 / day in 2010
prum4 D average water consumption in m3 / day 2015
prum5 D average water consumption in m3 / day in 2020
prum6 D average water consumption in m3 / day in 2025
prum7 D average water consumption in m3 / day in 2030 || | D max1 maximum need for water in m3 / day in the base year
D max2 maximum need for water in m3 / day in 2005 max3 D
maximum need for water in m3 / day in 2010 max4 D
maximum needed water m3 / day in 2015 MAX5 D
maximum need for water in m3 / day in 2020 max6 D
maximum need for water in m3 / day in 2025
D max7 maximum need for water in m3 / day in 2030 vvr1 D
water from specific VVR liters / day x axis in the base year vvr2 D
water from specific VVR l / os x day in 2005 | || D vvr3 water from specific VVR l / os x day in 2010 vvr4 D
water from specific VVR l / os x day in 2015 vvr5 D
water from specific VVR l / os x day in 2020
vvr6 D water from specific VVR l / os x day in 2025 vvr7 D
water from specific VVR l / os x day in 2030 VFC1 D
water from specific VFC l / os x day by default in vfc2 D
water from specific VFC l / os x day of the year. 2005 D
vfc3 water from specific VFC l / os x day of the year. 2010 D
vfc4 water from specific VFC l / os x day in the year 2015. vfc5 D
water from specific VFC l / os x day of the year. 2020 D
vfc6 water from specific VFC l / os x day of the year. 2025 D
vfc7 water from specific VFC l / os x day of the year. 2030 D
vfd1 water from specific VFD l / os x day in the base year vfd2 D
water from specific VFD l / os x day of the year. 2005
vfd3 D water the specific VFD l / os x day of the year. 2010 D
vfd4 water from specific VFD l / os x day in the year 2015. vfd5 D
water from specific VFD l / os x day of the year. 2020 || | vfd6 D water from specific VFD l / os x day of the year. 2025 D
vfd7 water from specific VFD l / os x day of the year. 2030 D
vfo1 water from specific VFD l / os x day by default in vfo2
D water from specific VFD l / os x day of the year. 2005 D
vfo3 water specific VFO l / os x day of the year. 2010 D
vfo4 water specific VFO l / os x day in the year 2015. vfo5 D
water specific VFO l / os x day of the year. 2020 D
vfo6 water specific VFO l / os x day of the year. 2025 D
vfo7 water specific VFO l / os x day of the year. 2030 D
vnf1 water from specific VNF liters / day x axis in the base year vnf2 D
water from specific VNF l / os x day of the year. 2005
vnf3 D water specific of VNF l / os x day of the year. 2010 D
vnf4 water from specific VNF l / os x day in the year 2015. vnf5 D
water from specific VNF l / os x day of the year. 2020 || | vnf6 D water from specific VNF l / os x day of the year. 2025 D
vnf7 water from specific VNF l / os x day of the year.
2030 N Kans existing sewer (0 = no sewer, 1 single, 2splašková 3 vaccuum
4 uniform and sewage, 5 pressure, others = NS)
Kanba future sewer N (0 = no sewer, 1 single, 2 sewage, vacuum 3, 4
uniform and sewage, 5 pressure, others = NS) | || covs N existing wastewater treatment plant (WWTP without 0, 1 local wastewater treatment plants, two other WTP (collection)
3 linked to another sewage treatment plant, other = NS)
N covb future wastewater treatment plant (WWTP without 0 1 local wastewater treatment plants, two other WTP (collection)
3 linked to another sewage treatment plant, other = NS)
ovkom1 D of municipal ownership in m3 x day in the base year
ovkom2 D production in municipal WW m3 x day in 2005
ovkom3 D of municipal ownership m3 x day in 2010
ovkom4 D of municipal ownership m3 x d in 2015
ovkom5 D of municipal ownership m3 x day in 2020
ovkom6 D of municipal ownership m3 x day in 2025
ovkom7 D of municipal ownership m3 x day in 2030
znkom1 D of municipal pollution in kg / day in the base year znkom2 D
production of municipal pollution in kg / day in 2005
znkom3 D of municipal pollution in kg / day in 2010
znkom4 D of municipal pollution in kg / day in 2015
znkom5 D of municipal pollution in kg / day in 2020
znkom6 D of municipal pollution in kg / day in 2025
znkom7 D of municipal pollution in kg / day in 2030 ovpru1 D
industrial production OV m3 x day in the base year
ovpru2 D industrial production OV m3 x day in 2005 ovpru3 D
industrial production OV m3 x day in 2010 ovpru4 D
industrial production OV m3 x d in 2015 ovpru5 D
OV industrial production in m3 x day in 2020 ovpru6 D
industrial production OV m3 x day in 2025 ovpru7 D
industrial production OV m3 x day in 2030
znpru1 D production of industrial pollution in OV kg / day in orig.
year znpru2 D production of industrial pollution OV kg / day in 2005
znpru3 D production of industrial pollution OV kg / day in 2010
znpru4 D production of industrial pollution OV kg / day in 2015
Znpru5 D production of industrial pollution OV kg / day in 2020
znpru6 D production of industrial pollution OV kg / day in 2025
znpru7 D production of industrial pollution OV kg / day in 2030 || | ovcel1 D OV total production in m3 x day in the base year
ovcel2 D OV total production in m3 x day in 2005
ovcel3 D OV total production in m3 x day in 2010
ovcel4 D production OV total m3 x d in 2015
ovcel5 D OV total production in m3 x day in 2020
ovcel6 D OV total production in m3 x day in 2025
ovcel7 D OV total production in m3 x day 2030 D
zncel1 pollution OV total in kg / day in the base year zncel2 D
pollution OV total in kg / day in 2005 zncel3 D
pollution OV total in kg / day in 2010 || | zncel4 D OV total pollution in kg / day in 2015 zncel5 D
pollution OV total in kg / day in 2020 zncel6 D
pollution OV total in kg / day in 2025 zncel7 D
pollution OV total kg / day in 2030
invv1 - invv30 D aqueducts - investment costs from the base year to 2030
invvpo D aqueducts - investment costs after 2030
invk1 - invk30 D sewers - investment costs since the initial year in 2030
invkpo D sewers - investment costs after 2030 zpracovate
T
processor PRVKUK Note t text (max 255 characters), which include poznámkuk appropriate location (optional explanatory text data from the database)
Table TECUDAJ - contains technical data on investment
Id_nr N automatic number (do not fill)
region T text description of the region according to the Statistical Yearbook (např.CZ021)
obecroz N four-digit code number of municipalities with extended powers
village T code number of the village, It belongs kodcob
T
code area kodlok N double-digit code is representative list of villages and hamlets covered by a municipal (city) office
nazev_obce T name of cities, towns, settlements, water supply group
type N type of investment: 1 = sources
2 = plant
3 = reservoirs
5 = mains and services
6 = WTP
7 = sewer lines and connections nazevobj T
name
type = 1 source
kap1 D capacity [m3 / day]
Chap2 .., D kap4 any changed values
capacity year1, N ..rok3 years capacity variations (in year1 capacity changes to Chap2, in year2 on kap3 etc.).
If year1 and year2 and year3 unfilled or 0, the capacity does not change
Other items of this type are not relevant and do not appear
Type = 2 Water Treatment Plant
kap1 D capacity [l / s]
N year1 year of commissioning
other items of this type are not relevant and do not appear
Type = 3 reservoirs
N pocet1 volume of existing reservoirs [m3] in the base year (2000)
N counts2 new volume [m3] in r. 2020
other items of this type have no meaning and They do not appear
Type = 5 water mains and services kap1 D
length of water mains [km] in the base year (2000)
Chap2 D length of reconstructed water mains [km] in r. 2020
kap3 D length new water mains [km] in r. 2020
pocet1 N number of water connections in the base year (2000)
counts2 N number of new water connections in r. 2020
other items of this type have no meaning and are not displayed
Type = 6 WTP
kap1 D capacity in m3 / d
Chap2 D capacity BOD5 in kg / d
N year1 year to which the data kap1, Chap2. If 0 or not filled, the program appears
and assumed that the figures refer to the baseline year
pocet1 N type wastewater
N counts2 method of sludge disposal
other items of this type have no meaning and not a
Types of wastewater
0 unresolved
1 septic
2 septic final treatment
3 house mikročistírna-drives
4 mikročistírna-house filters
5 root dry
6 stabilizing tank
7 dry with biocontactors
8 small activation. laundry with nitrification
9 activation laundry
10 cleaning activation with nitrification
11 activation treatment plant with nitrification and denitrification
12 dry with biological filters
13 activation cleaning and pond
14 activation with nitrification and dry pond
15 activation with nitrification and cleaning microstrainer
16 activation laundry and rychlofiltrace
17 dry with nitrification and precipitation P
18 cleaning nitrification with denitrification + P + precipitation
19 + laundry with denitrification nitrification precipitation + P + filters.
The method of disposal of sludge
0 unresolved
1 shuttled off the ground. lots
2 shuttled off to another WWTP
3 dewatered sludge at the wastewater treatment plant
Type = 7 sewer lines and connections
kap1 D length sewers [km] in the base year (2000)
Chap2 D length of reconstructed sewers [km] in r. 2020
kap3 D length new sewers [km] in r. 2020
pocet1 N number of new sewer connections in r. 2020
other items of this type are not relevant and do not appear
Identobj N 0 - current investments 1 - reconstruction, 2 - new investment
completed only in rows in which the type of 1,2,3,6
Příl.22
SELECTED DATA OF CAPITAL AND OPERATING RECORDS
STRUCTURE database file
Based on the authorization in § 5 para. 6 of the Act is determined by the structure of the database MDB file format. Applications
Property and operational records of water and sewage contains the following structure of the database file:
(N - integer, T - text, A / N - Yes / No M - memo item, D - real number in the double-precision)
Table OPERATOR - includes dial operators
Id_nr N automatic number (do not fill)
N nr unique numeric ID service
fyz_osoba N 0 - legal person, 1 - individual name
T's first name (if a natural person) || | T surname surname (if an individual)
nazev T recipient's name
T Address1 street and number headquarters Address2
operator T postcode office operator adresa3
T
village office operator ICO T identification number (ID)
N den_nar date of birth (if an individual)
N mes_nar month of birth (for individuals)
N rok_nar year of birth (for individuals)
phone T telephone connection to the operator T
fax fax connection to the operator e_mail
T
e-mail address operator
Table owner - includes dial owners
Id_nr N automatic number (do not fill)
N nr unique numeric ID owner
fyz_osoba N 0 - legal person, 1 - individual name
T's first name (if a natural person) || | T surname surname (if an individual) nazev
T
owner name Address1 T street and number Registered owner
Address2 T postcode Registered owner
adresa3 T municipality seat owner
ICO T identification number (ID)
N den_nar date of birth (if an individual)
N mes_nar month of birth (for individuals)
N rok_nar year of birth (for individuals)
phone T the owner dial fax T
fax connection to the owner e_mail
T
e-mail address of the owner
Table ORP - dial water authorities
Kodnuts
T
designation region T cisorp four-digit code of the municipality with extended powers
nazorp T name of the municipality with extended powers
Table VUME_VOD - contains selected data property records waters. mains
N automatic id number (do not fill)
ICME T identification number of the property records
majetek_nepouzivan A / N unused assets this year
type N type series
0 - Influx series
1 - Water distribution network nazev T
name
property vs_naz_cob T name of the village (mains)
vs_kod_cob T code area (mains)
vs_naz_ku T cadastre territory (for grid )
vs_kod_ku T cadastral area code (mains)
vs_naz_obce T name of the respective municipality (mains)
vs_kod_obce T code basic unit (mains)
pr_coor_x D coordinate end of row ( for supply lines)
pr_coor_y D coordinate end of row (for supply lines)
pr_naz_ku T cadastre territory end supply series
pr_kod_ku T cadastral area code end supply series
Vs_ku_pocet N number of cadastral areas, which is intended for treatment.
M series vs_ku_nazvy names cadastral areas, which is intended for treatment.
vs_ku_kody M series codes of cadastral areas, which is intended for treatment.
N series system jurisdiction waters. series to the system
0 - isolated
1 - local
2 - Group N
vz_typ_0 own water source yes / no type N
vz_zdroj_0 own water source
0 - underground
1 - Surface
2 - a mixture of underground and surface
N vz_typ_1 taken water yes / no
vz_zdroj_1 N type water taken
0 - underground
1 - surface
2 - a mixture of groundwater and surface
prip_vod_nazev T name of the group water supply, which is grid connected
prip_vod_icme T ICME the feeder series, which is grid connected
prip_vod_obec T name of the village with the local aqueduct
prip_upr_icme T ICME plant, which is connected to the water mains
prip_upr_naz name T plant, which is connected to the water mains
obyv_bydl N number of permanent residents in the annexed land register.
territories obyv_zas N number supplied in the annexed land register.
territories tu_vr_celk D
total length tu_vr_prep D converted total length tu_vel_dn100 D
total length to DN100 D
tu_vel_dn300 total length to DN300 D
tu_vel_dn500 total length to DN500 D
tu_vel_dn_v total length greater than DN500 D
tu_tm_kov total length of metal pipe tu_tm_plast D
total length of plastic pipe tu_tm_jine D
total piping length of any material
tu_vod_pocet N number of tanks D
tu_vod_celk total volume of reservoirs
tu_poc_prip N the total number of connections
tu_poc_vod N the total number of meters
tu_poc_cs N total number of filling stations ekon_cena D
purchase price
owner of N NR reference to the table owner urad_nazev T
name
water authority urad_cislo T number of the water authority zprac_datum
T
date processing zprac_misto T instead of processing
zprac_jmeno T name of the processor
Table VUME_UPRAV - contains selected data asset register regulated
N automatic id number (do not fill)
ICME T identification number of the property records
majetek_nepouzivan A / N unused assets this year
type N type of construction
0 - technology for water treatment
1 - without technology nazev T
name
property vs_naz_cob T name of the village vs_kod_cob
T
code area vs_naz_ku T cadastre territory vs_kod_ku
T
cadastral area code vs_naz_obce title of the T
village vs_kod_obce T code basic unit
vs_ku_pocet N number of cadastral areas for which it is intended building
vs_ku_nazvy M names cadastral areas for which it is intended building
vs_ku_kody M codes of cadastral areas, for which
system designed building N belonging to the system
0 - isolated
1 - local
2 - Group N
vz_typ type of water source
0 - underground
1 - Water flow
2 - water reservoir vz_nazev
T
source name vz_id_odber T identification number of sources
vz_kategorie T category raw water
tech_upravy N 0 - without modification, 1- single-stage, two - two, three -infiltrace || | tech_postup_0 A / N sedimentation
tech_postup_1 N / A clarification
tech_postup_2 A / N filtering
typ_uprav_1 N / A chemical disinfection
typ_uprav_2 A / N acidification filtration, aeration
typ_uprav_3 A / N filter
over GAU typ_uprav_4 A / N coagulation filtration
typ_uprav_5 N / A biofiltration
typ_uprav_6 A / N deironing
typ_uprav_7 A / N manganese
typ_uprav_8 A / N ozonation
typ_uprav_9 A / N stabilization
typ_uprav_10 A / N ion exchange
typ_uprav_11 A / N denitrification
typ_uprav_12 N / A membrane filtration
typ_uprav_13 A / N UV radiation
typ_uprav_14 A / N radon removal
typ_uprav_16 A / N T typ_uprav_jina other
name
other adjustments tech_chem_0 A / N chloro-
tech_chem_1 N / A chlorine dioxide
tech_chem_2 A / N sodium hypochlorite
tech_chem_3 A / N ozone
tech_chem_4 N / A carbon dioxide
Tech_chem_5 A / N hydrated lime
tech_chem_6 A / N sodium carbonate
tech_chem_7 N / A charcoal powder
tech_chem_8 A / N potassium permanganate
tech_chem_9 A / N destabilizing agent based on Fe | || tech_chem_10 A / N destabilizing agent based Al
tech_chem_11 A / N auxiliary aggregating agent
tech_chem_12 N / A other tech_chem_JINE T
name
other substances kal_zprac N sludge treatment
0 - gravitational
1 - Mechanical
2 - Other
kap_proj D capacity water treatment plant designed (l / s)
kap_vyuz D resources available capacity without adjustment (l / s)
kap_podz D usable capacity of underground resources (l / s)
ekon_cena D acquisition price
owner of N NR reference to the table owner urad_nazev T
name
water authority urad_cislo T number of the water authority zprac_datum
T
date processing zprac_misto T instead of processing
zprac_jmeno T name of the author
Table VUME_KANAL - contains selected data property records kan. mains
N automatic id number (do not fill)
ICME T identification number of the property records
majetek_nepouzivan A / N unused assets this year
type N type series
0 - Influx sewer
1 - the sewer network nazev T
name
property vs_naz_cob T name of the village (for the sewer network)
vs_kod_cob T code area (for the sewer network)
vs_naz_ku T cadastre territory (for the sewer network)
vs_kod_ku T cadastral area code (for the sewer network)
vs_naz_obce T name of the respective municipality (for the sewer network)
vs_kod_obce T code basic unit (for the sewer network)
pr_coor_x D coordinate end of row (for Influx sewer)
pr_coor_y D coordinate end of row (for Influx sewer)
pr_naz_ku T cadastre territory late Influx sewer
pr_kod_ku T cadastral area code ends Influx sewer
vs_ku_pocet N number of cadastral areas, for which sewer intended
vs_ku_nazvy M names cadastral areas for which it is intended sewer
vs_ku_kody M codes cadastral areas for which it is intended sewer system
N belonging to the sewer system
0 - isolated
1 - local
2 - Group N
vy_na wastewater discharges
0 - into a receiving water without purification
1 - connection to the sewage treatment plant in the same cat.
Territory 2 - connecting to the wastewater treatment plant in another cat.
Territory vy_povol D allowable amount of discharges
vy_poc N number of available outlets vy_naz_vt T
name
receiving water vy_kat_naz T cadastre territory
vy_kat_kod T code cadastral vy_id_cov territory
T
identification number WTP vy_id_vyp T identification number draining pM.
water obyv_bydl N number of permanent residents in the annexed land register.
territories obyv_prip_cov N number connected to the WWTP cadastre.
territories obyv_prip_vol N number connected to open outlets in the land.
territories tu_kan_celk D
total length tu_vel_dn300 D overall length to DN300 D
tu_vel_dn500 total length to DN500 D
tu_vel_dn800 total length to DN800 D
tu_vel_dn_v overall length greater than DN800 tu_tm_kamen D
the total length of stoneware pipes tu_tm_beton D
total length of concrete pipe tu_tm_plast D
total length of plastic pipe tu_tm_jine D
total piping length of any material
tu_ucel_0 A / N sewer network united
tu_ucel_1 A / N sewer network separated sanitary sewage systems
tu_ucel_2 A / N sewer network oddílná withholding
tu_druhs_0 N / A gravity sewer network
tu_druhs_1 A / N sewer network pressure
tu_druhs_2 N / A vacuum sewer network
tu_nadr_pocet N number of rainwater tanks D
tu_nadr_objem total volume of rainwater tanks
tu_poc_prip N the total number of connections
tu_poc_ok N the total number of overflows
tu_poc_cs N total number of filling stations ekon_cena D
purchase price
owner of N NR reference to the table owner urad_nazev T
name
water authority urad_cislo T number of the water authority zprac_datum
T
date processing zprac_misto T instead of processing
zprac_jmeno T name of the processor
Table VUME_COV - contains selected data property records WWTP
N automatic id number (do not fill)
ICME T identification number of the property records
majetek_nepouzivan A / N unused assets this year
type N type
0 - Influx sewer nazev T
name
property vs_naz_cob T name of the village vs_kod_cob
T
code area vs_naz_ku T cadastre territory vs_kod_ku
T
cadastral area code vs_naz_obce title of the T
village vs_kod_obce T code basic unit
pr_coor_x D coordinate the feeding end of the sewer to the WWTP
pr_coor_y D coordinate the feeding end of the sewer to the WWTP
vs_ku_pocet N number of cadastral areas for which it is intended
vs_ku_nazvy M names cadastral areas for which it is intended
vs_ku_kody M codes of cadastral areas, which is intended for system
N belonging to the sewer system
0 - isolated
1 - local
2 - Group vyp_nazev T
name
receiving water vyp_id_vyp T identification number draining PM.
Water obyv_bydl N number of permanent residents in the annexed areas of cadastral
obyv_prip N number connected to the sewage treatment plant in the cadastral
obyv_ekv N number equiv. inhab. connected to the WWTP
proj_kap_0 D design capacity Qd (m3 / d)
proj_kap_1 D design capacity (kg BOD 5 per day)
proj_kap_2 D design capacity (equiv. inhabitants)
tech_cist_0 A / N mechanical cleaning
tech_cist_1 A / N mechanical-biological treatment
tech_cist_2 A / N refining
tech_cist_3 A / N nitrogen removal
tech_cist_4 A / N phosphorus removal
tech_cist_5 N / A other
tech_cist_jine T a description of other cleaning
kal_stabil N stabilization
0 - aerobic
1 - anaerobic
2 - No
kal_odvod N sludge dewatering
0 - machinery
1 - gravitational
2 - no kal_uprava
T
sludge treatment kal_plyn T gas management ekon_cena D
purchase price
owner of N NR reference to the table owner urad_nazev T
name
water authority urad_cislo T number of the water authority
T zprac_datum date processing zprac_misto
T
processing site zprac_jmeno T name of the processor
Table VUPE_VOD - shows selected operating records waters. mains
N automatic id number (do not fill)
ICPE T identification number of the property records
zu_icme_pocet N number of records ICME ICME M zu_icme
obyv_bydl N number of permanent residents in the annexed areas of cadastral
obyv_zas N number supplied in the attached cadastral areas voda_vyr_0 D
water produced its own voda_vyr_1 D
water taken voda_vyr_2 D
water passed voda_fakt_0 D invoiced drinking water voda_fakt_1 D
total water invoiced for households || | voda_fakt_4 D water invoiced other voda_nefakt_0 D
unbilled water voda_nefakt_1 D unbilled water - losses in the pipe network
voda_nefakt_2 D unbilled water - own requirements
voda_nefakt_3 D unbilled water - other
voda_ztraty D losses of water per 1 km of mains water per day
ek_jedn_nakl D unit costs
ek_poruchy N disturbances on the supply network
T jak_obec water quality - the name of the village
T jak_obec_kod water quality - town code
jak_cast quality T water - the name of the village
T jak_cast_kod water quality - code area
T jak_katastr water quality - cadastral territory
T jak_katastr_kod water quality - cadastral area code rozb_odber
N number of subscriptions exceeded rozb_lim_0 N limits MH, NMH, MHPR (ks)
rozb_lim_1 D excesses MH, NMH, MHPR (%)
rozb_lim_2 N excesses calculation NMH, MHPR (ks)
rozb_lim_3 D excesses calculation NMH, MHPR ( %)
mikro_odber N number of microbiological sampling
micro _lim_0 N excesses MH, NMH, MHPR (ks)
micro _lim_1 D excesses MH, NMH, MHPR (%)
micro _lim_2 N limits are exceeded NMH calculation, MHPR (ks)
micro _lim_3 D excesses calculation NMH, MHPR (%)
fyz_odber N number of physico-chemical sampling
phys _lim_0 N excesses MH, NMH, MHPR (ks)
Phys _lim_1 D excesses MH, NMH, MHPR (%)
phys _lim_2 N excesses calculation NMH, MHPR (ks)
phys _lim_3 D excesses calculation NMH, MHPR (%) owner of
N NR reference to the table owner operator
N NR reference tables oPERATOR urad_nazev T
name
water authority urad_cislo T number of the water authority zprac_datum
T
date processing zprac_misto T instead of processing
zprac_jmeno T name of the processor
Table VUPE_UPRAV - shows selected operating records treatment
N automatic id number (do not fill)
N-type technology with / without technology
0 - technology
1 - without technology
ICPE T identification number of the property evidence ICME T zu_icme
bil_celk D
total water produced from surface water bil_sur_0 D
bil_sur_1 D
underground water infiltration bil_sur_2 D
bil_ic_povrch T identification number of the surface water sample
bil_ic_podz T identification number sampling groundwater bil_voda D
water Technology bil_kal D sludge from the water treatment plant
ek_naklady D costs of one cubic meter of water produced ek_spotreba D
electricity consumption energy jak_nazev T
name
water treatment rozb_odber N number of subscriptions
rozb_lim_0 N excesses MH, NMH, MHPR (ks)
rozb_lim_1 D excesses MH, NMH, MHPR (%)
rozb_lim_2 N limits are exceeded calculation NMH, MHPR (ks)
rozb_lim_3 D excesses calculation NMH, MHPR (%)
mikro_odber N number of microbiological sampling
micro _lim_0 N excesses MH, NMH, MHPR (ks) || | micro _lim_1 D excesses MH, NMH, MHPR (%)
micro _lim_2 N excesses calculation NMH, MHPR (ks)
micro _lim_3 D excesses calculation NMH, MHPR (%)
fyz_odber number N physico-chemical sampling
phys _lim_0 N excesses MH, NMH, MHPR (ks)
phys _lim_1 D excesses MH, NMH, MHPR (%)
phys _lim_2 N excesses calculation NMH, MHPR (ks )
phys _lim_3 D excesses calculation NMH, MHPR (%)
how _pocet_prekr N number of days with exceedances of the limit
how _pocet_celk N number of days of the reporting period
owner of N NR reference to the table owner
operator N NR reference tables oPERATOR urad_nazev T
name
water authority urad_cislo T number of the water authority zprac_datum
T
date processing zprac_misto T instead of processing
zprac_jmeno T name of the processor
Table VUPE_KANAL - shows selected operating records sewers
N automatic id number (do not fill)
ICPE T identification number of the property records
zu_icme_pocet N number of records ICME ICME M zu_icme
obyv_bydl N number of permanent residents in the annexed areas of cadastral
obyv_cov N number connected to the sewage treatment plant in the cadastral
obyv_vyust N number connected to open outlets in the cadastral
ic_cov T WWTP identification number, which is connected to the sewer
ic_vyp T identification number draining pM. water from the wastewater treatment plant | || bil_odp_0 D waste water discharged into the sewer system
bil_odp_1 D
wastewater sewage effluent bil_odp_2a D
other bil_odp_3 D stormwater invoiced
bil_odp_recip D wastewater discharged into receiving waters
bil_odp_cov D waste water borne on WTP bil_vyp_0 D
discharged BSK5 bil_vyp_1 D discharged CHSKCr
bil_vyp_2 D discharged suspended solids
bil_vyp_3 D
discharged nitrogen ammonia nitrogen discharged bil_vyp_4 D
total bil_vyp_5 D discharged nitrogen, inorganic
bil_vyp_6 D phosphorous discharges generally D
bil_vyp_7 other substances discharged
bil_vyp_jine T name of the other substances discharged
bil_vyp_8 D RAS (dissolved inorganic salts) AOX (absorbable organic halogens)
bil_vyp_9 D mercury | || bil_vyp_10 D
cadmium bil_id_pocet N number of these records
bil_id_vypust M identification numbers discharges from individual outlets ek_poplatky D
total fees for wastewater discharges
ek_jedn_nakl D unit costs
ek_poruchy N disorders in sewer
network jak_obec T water quality - the name of the village
T jak_obec_kod water quality - municipality code
T jak_cast water quality - the name of the village
T jak_cast_kod water quality - code area
T jak_katastr water quality - cadastral territory
T jak_katastr_kod water quality - cadastral area code
jak_pocet N number of free discharges into recipient
mikro_odber N number of microbiological sampling
micro _lim_0 N excesses MH, NMH, MHPR (ks)
micro _lim_1 D excesses MH, NMH, MHPR (%)
owner of N link NR table owner operator
N NR reference tables oPERATOR urad_nazev T
name
water authority urad_cislo T number of the water authority zprac_datum
T
date processing zprac_misto T instead of processing
zprac_jmeno T name of the author
Table VUPE_COV - shows selected operating records WWTP
N automatic id number (do not fill)
ICPE T identification number of the property evidence ICME T zu_icme
obyv_bydl N number of permanent residents in the annexed areas of cadastral
obyv_cov N number connected to the WWTP cadastral
territories obyv_ekv N number of connected equiv. Population in the cadastral
bil_odp_0 D treated wastewater bil_odp_1 D
total wastewater treated wastewater bil_odp_2 D
industrial waste water is purified
bil_odp_2a D treated wastewater in agriculture and other bil_odp_3 D
withholding cleaned wastewater
bil_odp_4 D mechanical waste water
bil_odp_5 D biologically treated wastewater
bil_odp_6 D technology after-treatment - tertiary
bil_recip D wastewater discharged into receiving waters
bil_odp_cov_0 D BSK5 the inflow to the WWTP | || bil_odp_cov_1 D CHSKCr the inflow to the WWTP bil_odp_cov_2 D
suspended solids in the influent to the WWTP bil_odp_cov_3 D
ammonia nitrogen in the inflow to the WWTP bil_odp_cov_4 D
total nitrogen in the inflow to the WWTP
bil_odp_cov_6 D on total phosphorus the inflow to the WWTP D
bil_odp_cov_7 other in the inflow to the WWTP
bil_odp_cov_jine T description other in the inflow to the WWTP
bil_odp_cov_8 D RAS (dissolved inorganic salts) AOX (absorbable organic halogens)
bil_odp_cov_9 D mercury || | bil_odp_cov_10 D
cadmium bil_odp_rec_0 D BSK5 the effluent from wastewater treatment plants
bil_odp_rec_1 D CHSKCr the effluent from wastewater treatment plants bil_odp_rec_2 D
suspended solids from the effluent from wastewater treatment plants
bil_odp_rec_3 D ammonia nitrogen from the effluent from wastewater treatment plants
bil_odp_rec_4 D on total nitrogen discharge from wastewater treatment plants bil_odp_rec_6 D
total phosphorus effluent of the WWTP D
bil_odp_rec_7 other substance on the outflow from the WWTP
bil_odp_rec_jine T description of other substances from the effluent from wastewater treatment plants
bil_odp_rec_8 D RAS (dissolved inorganic salt) AOX (absorbable organic halogens)
bil_odp_rec_9 D
mercury cadmium bil_odp_rec_10 D
bil_id_vyp T identification number draining pM.
water bil_kal_0 D direct application of sludge D
bil_kal_1 sludge incineration
bil_kal_2 D
sludge composting bil_kal_4 D landfilling sludge bil_kal_5 D
sludge reclamation bil_kal_6 D transfer to another WWTP
ek_naklady D costs of cleaning up one cubic meter of water
ek_spotreba D power consumption
jak_nazev T name WTP
mikro_odber N number of microbiological sampling
micro _lim_0 N excesses MH, NMH, MHPR (ks)
micro _lim_1 D excesses MH, NMH, MHPR (%)
owner of N link to NR table owner operator
N NR reference tables oPERATOR urad_nazev T
name
water authority urad_cislo T number of the water authority zprac_datum
T
date processing zprac_misto T instead of processing
zprac_jmeno T name of the author | ||
Příl.23
Application format permits to operate water supply or sewerage PURSUANT TO PARAGRAPH 6 §
. 10
REGISTER FILE STRUCTURE On the basis of the authorization in § 6 para. 10 of the Act is determined by the structure of the file records in the MDB format.
Application Permit to operate a water supply or sewage system has the following structure of the file records:
(N - integer, T - text, D - real number in the double-precision)
Table REGION - includes dial counties
Id_nr N automatic number (do not fill)
nr N identification number of the region (eg. 21 for CZ021)
nuts T indication region (CZ021)
nazev T region name
Table VODOURADY - dial contains water authorities CR
Id_nr N automatic number (do not fill) region
T
designation region T ident code of the municipality with extended powers nazev T
name
village nr N sequence village in the county
Table KATCISLO - contains the dial codes of cadastral areas
Id_nr N automatic number (do not fill)
katcislo T code number of the cadastral area
Table CISMAJETEK - includes dial ICME
Id_nr N automatic number (do not fill)
ident_maj T ICME of property records nazev_maj T
name
property N poradi_maj order property adresa_maj
T
address
Table OPERATOR - includes dial operators
Id_nr N automatic number (do not fill)
N nr unique numeric ID service
fyz_osoba N 0 - legal person, 1 - individual name
T
operator name jmenoo T operator's name ( natural person)
surname surname operator T (natural person)
T Address1 street and number headquarters Address2
operator T postcode office operator adresa3
T
village office operator den_nar N birthday (in the case of natural persons)
N mes_nar month of birth (for individuals)
N rok_nar year of birth (for individuals)
T ICO identification number (ID)
T phone dial on operator T
fax fax connection to the operator e_mail
T
e-mail address of the operator T stat_organ statutory body of the operator
Table owner - includes dial owners
Id_nr N automatic number (do not fill)
N nr unique numeric ID owner
fyz_osoba N 0 - legal person, 1 - individual name
T
owner name jmenoo T name of owner ( natural person)
T surname surname of the owner (individual)
T Address1 street and number Registered owner
Address2 T postcode Registered owner
adresa3 T municipality seat owner
den_nar N birthday (in the case of natural persons)
N mes_nar month of birth (for individuals)
N rok_nar year of birth (for individuals)
T ICO identification number (ID)
T phone dial on owner T
fax fax connection to the owner e_mail
T
e-mail address of the owner stat_organ T statutory body of the owner
Table DEPUTY - includes dial expert representatives
Id_nr N automatic number (do not fill)
N nr unique numeric ID representative
induced T surnames representative
name
T shortcut name title title T representative
den_nar N birthday | || N mes_nar birth month rok_nar N
birth year T Address1 street and number headquarters Address2 representative
T postcode representative office adresa3
T
community representative office of education educational attainment T | T || school name school delka_praxe D
length practice ve_funkci T in the function
Table Handled - contains spinner persons handling the permit
Id_nr N automatic number (do not fill)
N nr unique ID of the person
name
person's name T T phone tel. Connection to the person handling the T
e-mail e-mail address of the person handling the authorization
Table permit - includes basic information about permits to operate
Id_nr N automatic number (do not fill)
N nr unique ID permits the operator N
clear
owner of operator ID identification number N region
N odb_zastupce unique ID representative
else N ID number of prior authorization for the same assets spis_znacka
T
jedn_cislo case number T docket number T
date of onset of the permit validity
T
end of the permit limitations N 0 - authorization has limited validity 1 - has limited validity
N Handled unique ID executi. people
Table ASSETS - assigns the property to permit
Id_nr N automatic number (do not fill)
N nr unique ID allowed
Operator N unique IDs operator ident_maj
T
ICME property místo_maj T's site
počet_osob N number of individuals using the water supply or sewerage
Table VLASTMAJETKU - assigns owners to permit
Id_nr N automatic number (do not fill)
N nr unique ID allowed
operator N unique IDs operator
owner of N unique ID owner
Příl.24
COMPARISON OF ALL ITEMS calculating the price for water and sewerage FOR THE CALENDAR YEAR
according to price regulations with the elements in that achievement CALENDAR YEAR
STRUCTURE database file
Based on the authorization in § 36 para. 7 of the Act is determined by the structure of the database MDB file format. Application Comparison of all items
price calculation for water and sewerage and achievements of the Company for the calendar year XXXX contains the following structure of the database file:
(N - integer, T - text, D - real number in the double-precision)
Table OPERATOR - includes dial recipients V + S
Id_nr N automatic number (do not fill)
N nr unique numeric ID of the recipient
fyz_osoba N 0 - legal person, 1 - individual name
T's first name (if a natural person) || | T surname surname (if an individual)
nazev T recipient's name
T Address1 street and house number where the recipient
Address2 T postal code where the recipient adresa3
T
village where the recipient ICO T identification number (ID)
N den_nar date of birth (if an individual)
N mes_nar month of birth (for individuals)
N rok_nar year of birth (for individuals)
místo_podnikani T place of business (if different from the registered office)
stat_organ T statutory body of the neDPH
N 0 - VAT 1 - no VAT
T phone to dial the recipient fax T
fax connection to the recipient e_mail
T
e-mail address of the recipient
Table owner - includes dial owners
Id_nr N automatic number (do not fill)
N nr unique numeric ID owner
fyz_osoba N 0 - legal person, 1 - individual name
T's first name (if a natural person) || | T surname surname (if an individual) nazev
T
owner name Address1 T street and number Registered owner
Address2 T postcode Registered owner
adresa3 T municipality seat owner
ICO T identification number (ID)
N den_nar date of birth (if an individual)
N mes_nar month of birth (for individuals)
N rok_nar year of birth (for individuals)
místo_podnikani T place of business (if different from the registered office)
stat_organ T statutory body of the owner
neDPH N 0 - VAT 1 - no VAT
T telephone dial the owner of T
fax fax connections to owner e_mail
T
e-mail address of the owner
Table calculation - basic data on comparisons
Id_nr N automatic number (do not fill)
year N year for which the comparison is processed nr_provoz N
clear
recipient ID jinyprovoz N 1 - operator differs from the recipient V + S
N nr_jinyprovoz unique ID of another operator
type N type comparison
0 - partial customer
1 - total customer
2 - summed customer
3 - partial provozovatelské
4 - total provozovatelské
5 - summed provozovatelské
else N 1 - Comparison of two-component prices in drinking water
dvouslozkaK N 1 - Comparison of two-component prices in the wastewater
T ICPE ICPE related to price date
T
date processing site T designation comparison (the place for which it is processed)
developed T name and surname billing processor controlled
T name and surname of the person who controlled the comparison
approved a T name and surname of the person who approved a comparison
T phone to phone processors T
email e-mail to processors
Table ROZPISD - contains the values comparing
Id_nr N automatic number (do not fill)
year N year for which the comparison is processed nr_provoz N
clear
recipient ID type N type comparison
0 - partial customer
1 - total customer
2 - summed customer
3 - partial provozovatelské
4 - total provozovatelské
5 - summed provozovatelské
calc N 0 - fact 1 - calculation date
T
date processing instead of T-label comparison (the place for which it is processed)
material_v D cumulative cost of materials - drinking water
material_k D cumulative cost of materials - waste water
sur_voda_v D costs for the purchase of raw water - drinking water
sur_voda_k D costs for the purchase of raw water - waste water
voda_pitna_prevzata_v D costs for the purchase of acceptances of water - drinking water
voda_pitna_prevzata_k D costs of the transfer wastewater
chemikalie_v D costs of chemicals - drinking water
chemikalie_k D costs of chemicals - waste water
ostat_material_v D costs for other materials - drinking water ostat_material_k D
costs for other materials - waste water
energie_v D cumulative energy costs - drinking water
energie_k D cumulative energy costs - wastewater
elektrina_v D costs for power. Energy - Drinking water
elektrina_k D costs for power. Energy - Wastewater
ostat_energie_v D costs for other energy - drinking water
ostat_energie_k D costs for other energy - waste water mzdy_v D
total labor costs - drinking water mzdy_k D
total labor costs - waste water
prime_mzdy_v D direct wages - drinking water prime_mzdy_k D
direct wages - wastewater D
ostat_os_naklady_v other personal expenses - drinking water ostat_os_naklady_k D
other personal expenses - wastewater
ostat_prime_naklady_v other direct sum D cost - drinking water
ostat_prime_naklady_k D cumulative other direct costs - waste water
odpisy_v D depreciation - drinking water
odpisy_k D depreciation - effluent
opravy_infra_v D costs for the repair of infrastructure assets - drinking water
opravy_infra_k D costs for the repair of infrastructure assets - pM.
water najem_infra_v D tenancy infrastructure assets - drinking water
najem_infra_k D tenancy infrastructure assets - waste water
prostredky_obnovy_v D means rehabilitating infrastructure - drinking water
prostředky_obnovy_k D resources rehabilitation of infrastructure - wastewater poplatky_vyp_v D
fees for discharging waste water - drinking water poplatky_vyp_k D
fees for wastewater discharges - pM.
water ostat_prov_nakl_ext_v D other external operating expenses - drinking water
ostat_prov_nakl_ext_k D others external operating costs - waste water
ostat_prov_nakl_vl_v D other operating expenses own - drinking water
ostat_prov_nakl_vl_k D other operating expenses own - wastewater
prov_naklady_v D cumulative operating costs - drinking water
prov_naklady_k D cumulative operating costs - wastewater
fin_naklady_v D financing costs - drinking water
fin_naklady_k D financing costs - waste water fin_vynosy_v D
financial income - drinking water fin_vynosy_k D
financial income - wastewater
vyr_rezie_v D production overheads - drinking water
vyr_rezie_k D production overheads - wastewater spr_rezie_v D
administrative overhead - drinking water spr_rezie_k D
administrative overhead - wastewater
uplne_vl_naklady_v D cumulative total own expense - drinking water uplne_vl_naklady_k D
sum complete their own expense - wastewater
hodn_infra_v D value of infrastructure assets - drinking water
hodn_infra_k D value of infrastructure assets - waste water
por_cena_hm_maj_v D acquisition cost of operating assets - drinking water
por_cena_hm_maj_k D acquisition cost of operating assets - wastewater
místo_prac_v D workforce - drinking water
místo_prac_k D workforce - wastewater voda_pitna_v D
drinking water invoiced voda_pitna_dom_v D
drinking water invoiced for households
voda_odp_k D waste water invoiced || | voda_odp_dom_k D waste water invoiced for households
voda_srazkova_k D withholding water invoiced
voda_odp_cistena_k D waste water purified D
voda_prevzata_v amount taken drinking water
Voda_prevzata_k D acceptances amount of wastewater voda_predana_v D
amount transferred drinking water voda_predana_k D
amount transferred wastewater
jedn_naklady_v D unit costs - drinking water
jedn_naklady_k D unit costs - waste water
kalkulacni_zisk_v D calculation of profit - potable water
kalkulacni_zisk_k D calculation of profit - wastewater
místo_z_UVN_v D share of CMH - drinking water
místo_z_UVN_k D share of CMH - wastewater
na_rozvoj_infra_maj_v D environ. the development and renewal Infrastr. maj - drinking water
na_rozvoj_infra_maj_k D environ. the development and renewal Infrastr. maj - wastewater
plan_fin_obnovy_v D resources in the recovery plan and their use - drinking water
plan_fin_obnovy_k D resources in the recovery plan and their use - odpadnívoda D
celkem_UVN_zisk_v total CMH and profit - drinking water celkem_UVN_zisk_k D
a total of CMH and profit - wastewater
voda_fakt_srazk_v D invoiced drinking water
voda_fakt_srazk_k D invoiced water and waste withholding
cena_vodne D costs for water
cena_stocne D costs for sewage
cena_vodne_DPH D costs for water, including VAT cena_stocne_DPH D
price for sewerage charges including VAT
stav_obnovy_maj_v D state special-purpose funds account recovery from r.2009 - drinking water
stav_obnovy_maj_k D state special-purpose funds account recovery from r.2009 - pM.
water cerp_obnovy_maj_v D drawing of funds from the recovery r.2009 - drinking water
cerp_obnovy_maj_k D drawing funds from r.2009 recovery - pM.
water UVN_tab2a_v D CMH and profit - drinking water
UVN_tab2a_k D CMH and profit - waste water | || pevna_minus_UVN_zisk_v D variable component - CMH and profit - drinking water
pevna_minus_UVN_zisk_k D variable component - CMH and profit - wastewater
místo_z_UVN_zisk_v D share of total CMH and profit - drinking water
místo_z_UVN_zisk_k D share of total CMH and profit - wastewater
pohybliva_UVN_zisk_v D variable component - drinking water
pohybliva_UVN_zisk_k D variable component - waste water
z_toho_UVN_v D of the CMH - drinking water
z_toho_UVN_k D of the CMH - wastewater
D z_toho_kalk_zisk_v profit from it - drinking water z_toho_kalk_zisk_k D
profit from it - wastewater cena_pohyblive_v D
price variable component - drinking water cena_pohyblive_k D
price variable component - waste water cena_pohyblive_DPH_v D
price variable with VAT - drinking water cena_pohyblive_DPH_k D
price variable VAT - wastewater
parametry_pevne_v D variable parameters by price
parametry_pevne_k D variable parameters by price
Table KALK_VLAST - includes owners listed in comparison
Id_nr N automatic number (do not fill)
year N year for which the billing is processed nr_provoz N
clear
recipient ID type N type comparison
0 - partial customer
1 - total customer
2 - summed customer
3 - partial provozovatelské
4 - total provozovatelské
5 - summed provozovatelské place
T designation comparison (the place for which it is processed)
N homeland owner ID
Explanatory table - contains comments to each rung comparison
Id_nr N automatic number (do not fill)
year N year for which the comparison is processed nr_provoz N
clear
recipient ID type N type comparison
0 - partial customer
1 - total customer
2 - summed customer
3 - partial provozovatelské
4 - total provozovatelské
5 - summed provozovatelské place
T designation comparison (the place for which it is processed)
row n number of lines to which the comment applies
T explanatory text comments field
N 0 - drinking water, 1 - wastewater
1) The Act no. 128/2000 Coll., On Municipalities (Municipal Establishment), as amended
.
1) Types of limits under Annex no. 1 of the Decree of the Ministry of Health
no. 376/2000 Coll., Establishing requirements for drinking water and the scope and frequency of inspections
. For water production is not carried out in the ratings
indicators of free chlorine at the outlet of the water treatment plant.
1a) Act no. 227/2000 Coll., On electronic signatures and amending certain
other laws (Electronic Signature Act), as amended
regulations.
2) § 11 para. 2 of Decree no. 431/2001 Coll., On Content of Water Balance,
manner of its compilation and data for the water balance, as
amended.
4) § 8. 1 point. a) Item 1 and § 8. 1 point. b) Section 1 of the Act no. 254/2001 Coll
.
5) EN 25667-1 Water quality - Sampling - Part 1: Guidelines for
design of sampling programs.
EN 25667-2 Water quality - Sampling - Part 2: Guidelines on the method
sampling.
ISO 5667-3 Water quality - Sampling:
- Part 3: Guidelines for the preservation of samples and handling,
- Part 4: Guidance on sampling of water reservoirs,
- Part 5: Guidance on sampling of drinking water and water used in the production
food and beverage
- Part 6: Guidance on sampling of rivers and streams,
- Part 11: Guidance on sampling of groundwater
- Part 14: Guidance on quality assurance sampling water and
handling.
5a) § 7 para. 2 of Decree no. 252/2004 Coll., Laying down the health
requirements for drinking and hot water and the frequency and extent of control
drinking water, as amended by Decree no. 187 / 2005 Sb.
7) EN 25667-1 Water quality - Sampling - Part 1: Guidelines for
design of sampling programs.
EN 25667-2 Water quality - Sampling - Part 2: Guidelines on the method
sampling.
ISO 5667-3 Water quality - Sampling:
- Part 3: Guidelines for the preservation of samples and handling,
- Part 10: Guidance on sampling of wastewater,
- Part 13: Guidance on sampling of sludges from sewage and water treatment plants,
- Part 14: Guidance on quality assurance sampling water and
handling.
7a) Annex no. 2 to Decree no. 293/2002 Coll., On fees for discharging
wastewater into surface waters.
8) § 59 of Act no. 254/2001 Coll.
§ 4, paragraph. 3 of Law no. 258/2000 Coll., On public health protection and
amending certain related laws, as amended.
9) Act no. 455/1991 Coll., On Trades (Trade
Act), as amended.
10), CSN 755401 Designing water pipes.
TNV 755402 Construction of water pipelines.
11) CSN 75 5911 Pressure tests on water and irrigation pipes.
12) 75 0905 CSN tightness testing water and sewage
tanks.
13) Decree no. 37/2001 Coll., On hygienic requirements for products
coming into direct contact with water and for water treatment.
14) Act no. 254/2001 Coll.
15), CSN 756401 Wastewater treatment plants for more than 500 population equivalent
.
16) Act no. 258/2000 Coll., On protection of public health and amending
some related laws, as amended by Act no. 254/2001 Coll. and
Act no. 274/2001 Coll.
17) CSN 75 6415 Gas Management wastewater.
18) § 38 of Act no. 254/2001 Coll.
19) CSN 75 6101 Sewerage networks and sewers.
EN 752 Outdoor Systems sewer networks and sewer systems -
Part 1 to 6
EN 1091 Outdoor vacuum systems and sewerage networks.
EN 1671 Outside pressure systems and sewerage networks.
20) DIN EN 1610 Execution of sewers and their
testing.
CSN 75 6909 Water proof sewers.
CSN 75 0905 Water proof water supply and sewerage tanks.
21) EN 752-7 Outdoor Systems Drain and sewer connections
- Part 7: Operation and maintenance.
TNV 75 6925 Operation and maintenance of sewerage networks.
TNV 75 6930 Operation and maintenance of wastewater treatment plants.
23) § 4 para. 4 of the Act no. 258/2000 Coll.
24) Annex no. 1 to the Act no. 254/2001 Coll.
25) § 92 par. 2 Act no. 254/2001 Coll.
26) EN 4064-1, 257,807 - existing technical and metrological requirements
cold-water meters.
27) Decree no. 334/2000 Coll., Laying down the requirements for water meters for cold water
called EEC.
28) ISO 4064-1 Measurement of water flow in closed conduits
(Meters for cold potable water).
30) § 2. b) and c) of Decree no. 252/2004 Coll.
31) Decree no. 464/2005 Coll., Laying down technical requirements
gauges, as amended Government Regulation no. 246/2010 Coll.
