- Latest available (Revised)
- Original (As made)
This is the original version (as it was originally made).
1. Subject to paragraph 2, to determine the dissolved oxygen, ammonia and biochemical oxygen demand standards applicable to a river or any part thereof, the Department shall assign to that river or part thereof the Type specified in Table 1 below which corresponds with the applicable site altitude and applicable alkalinity range specified in that Table.
2. Having assigned a Type in accordance with Table 1, the Department shall assign the subsequent Type in accordance with column 1 of Table 2.
3. To determine the reactive phosphorus standards applicable to a river or any part thereof, the Department shall assign to that river or part thereof the Type specified in Table 3 below which corresponds with the applicable site altitude and applicable alkalinity range specified in that Table.
4. To determine the morphological conditions applicable to a river or part thereof, the Department shall assign to that river or part thereof the Type specified in Table 4 below which corresponds with the applicable descriptions in that Table.
5. To determine the river flow standards applicable to a river or any part thereof, the Department shall assign the Type specified in column 1 of Table 5 below which corresponds to the applicable descriptions in specified in columns 2, 3 and 4 of that Table.
6. To determine the dissolved oxygen standards applicable to a lake or any part thereof, the Department shall assign to that lake or part thereof the Type specified in Table 6 below which corresponds with the applicable description specified in that Table.
7. To determine the total phosphorus standards to apply to a lake or any part thereof, the Department shall assign to that lake or part thereof the appropriate geological category, depth category and colour category specified in Tables 7, 8 and 9 respectively.
8. To determine the lake water level standards and morphological conditions applicable to a lake or any part thereof, the Department shall assign—
(a)the physical characteristics of the lake or part thereof specified in column 1 of Table 10 below into the categories specified in column 3 of that Table which correspond to the applicable measurements specified in column 3;
(b)the geological characteristics of the lake or part thereof as being of the category specified in column 1 of Table 11 below which corresponds to the applicable descriptions or measurements specified in columns 2, 3, 4 and 5 of that Table, and
(c)the hydromorphological characteristics of the lake or part thereof as being of the type specified in column 1 of Table 12 below which corresponds to the applicable measurements specified in columns 3 and 4 of that Table.
Site Altitude | Alkalinity (as mg/l CaCO3) | ||||
---|---|---|---|---|---|
Less than 10 | 10 to 50 | 50 to 100 | 100 to 200 | Over 200 | |
Under 80 metres | Type 1 | Type 2 | Type 3 | Type 5 | Type 7 |
Over 80 metres | Type 4 | Type 6 |
Final typology for dissolved oxygen, ammonia and biochemical oxygen demand in rivers | |
---|---|
Column 1 | Column 2 |
Upland and low alkalinity | Types (1+2), 4 and 6 |
Lowland and high alkalinity | Types 3, 5 and 7 |
Altitude | Annual mean alkalinity (as mg/l CaCO3) | |
---|---|---|
< 50 | ≥ 50 | |
Under 80 metres | Type 1n | Type 3n |
Over 80 metres | Type 2n | Type 4n |
Type | Characteristics | |||
---|---|---|---|---|
Bedrock channel | Normally high altitude | Channel cuts down laterally | May have waterfalls and/or cascades | Bedrock substrate |
Cascade Step Pool | Normally high altitude | Channel cuts down | Both turbulent and tranquil flows | Cobble and boulder substrate |
Pool-riffle-glide | Normally medium altitude | Often not confined within a valley | Slightly meandering | Pebble and cobble substrate |
Meandering | Normally low altitude | Flow laminar and would naturally interact with floodplain | Meandering | More fines than other substrates |
Col 1 | Col 2 | Col 3 | Col 4 | |
---|---|---|---|---|
Type | Standard Average Annual Rainfall mm (period 1961-1990) | Base Flow Index (BFI) | Catchment area (km2) | |
A1 | < 810.5 | < 0.715 | Any | |
≥ 0.715 | ≥ 251.8 | |||
A2 | < 810.5 | ≥ 0.715 | < 251.8 | ≤ 100 (A2 headwaters) > 100 (A2 downstream) |
≥ 810.5 and < 1413 | ≥ 0.7495 | Any | ≤ 100 (A2 headwaters) > 100 (A2 downstream) | |
B1 | ≥ 810.5 and < 1155 | ≥ 0.3615 and < 0.7495 | < 267.4 | |
B2 | ≥ 810.5 and < 1413 | ≥ 0.3615 and < 0.7495 | < 267.4 | |
C2 | ≥ 1155 and < 1413 | ≥ 0.3615 and < 0.7495 | < 267.4 | |
≥ 1413 | ≥ 0.3615 | ≥ 32.33 | ||
D2 | ≥ 1413 | ≥ 0.3615 | < 32.33 | |
≥ 810.5 | < 0.3615 | Any |
Type | Description |
---|---|
Salmonid | Freshwater lakes which would naturally support populations of salmonid fish |
Cyprinid | Freshwater lakes in which populations of salmonid fish do not occur naturally |
Geological category | Annual mean alkalinity (micro-equivalents per litre) |
---|---|
Low alkalinity | < 200 |
Moderate alkalinity | 200 – 1000 |
High alkalinity | > 1000 |
Marl |
Depth category | Mean depth (metres) |
---|---|
Very shallow | < 3 |
Shallow | 3 – 15 |
Deep | > 15 |
Colour category | Platinum (mg/l) |
---|---|
Humic | > 30 |
Non humic | ≤ 30 |
Column 1 | Column 2 | Column 3 | |||
---|---|---|---|---|---|
Characteristics | Unit | Categories | |||
Mean depth | Metres | Shallow < 3 | Deep ≥ 3 | ||
Altitude | Metres | Low < 200 | Mid ≥ 200 < 800 | High ≥ 800 | |
Size (lake area) | Hectares | Small < 50 | Large ≥ 50 | ||
Basin form | Vd = 3Dmean / Dmax where D = depth of lake in metres, Dmean = mean depth and Dmax = maximum depth | V Vd < 0.67 | L Vd ≥ 0.67 |
Column 1 | Column 2 | Column 3 | Column 4 | Column 5 |
---|---|---|---|---|
Categories | Solid geology of catchment | Alkalinity | Conductivity | Colour |
% of catchment | Micro-equivalents per litre | Micro Siemens per centimetre | Platinum (mg/l) | |
Peat | > 75% peat | n/a | n/a | > 30 |
Low Alkalinity | > 90% siliceous | < 200 | ≤ 70 | ≤ 30 |
Moderate Alkalinity | > 50% siliceous and ≤ 90% siliceous | 200 – 1000 | > 70 and ≤ | |
High Alkalinity | > 50% calcareous | > 1000 | > 250 and ≤ 1000 | |
Marl | > 65% limestone | |||
Brackish | Any | n/a | > 1000 |
Column 1 | Column 2 | Column 3 | Column 4 |
---|---|---|---|
Type | Lake-MImAS(1) code | Mean Depth | Alkalinity |
Low Alkalinity Very Shallow | P/L-vS | <4m | < 20 mgl-1 CaCO3 |
Low Alkalinity Shallow/Deep | P/L-ShD | >4m | < 20 mgl-1 CaCO3 |
Moderate Alkalinity Very Shallow | MA-vS | <4m | 20 – 100 mgl-1 CaCO3 |
Moderate Alkalinity Shallow/Deep | MA-ShD | >4m | 20 – 100 mgl-1 CaCO3 |
High Alkalinity Very Shallow | HA/M-vS | <4m | > 100 mgl-1 CaCO3 |
High Alkalinity Shallow/Deep | HA/M-ShD | >4m | > 100 mgl-1 CaCO3 |
1. Once the Department has, in accordance with paragraphs 1 and 2 of Part I of this Schedule, assigned to a river or any part thereof a Type—
(a)specified in column 1 of Table 1 below, it shall apply, as applicable, the “high”, “good”, “moderate”, “poor” or “bad” dissolved oxygen standard specified in columns 2, 3, 4, 5 and 6 respectively of that Table to that river or part thereof;
(b)specified in column 1 of Table 2 below, it shall apply, as applicable, the “high”, “good”, “moderate”, “poor” or “bad” ammonia standard specified in columns 2, 3, 4, 5 and 6 respectively of that Table to that river or part thereof;
(c)specified in column 1 of Table 3 below, it shall apply, as applicable, the “high”, “good”, “moderate”, “poor” or “bad” biochemical oxygen demand standard specified in columns 2, 3, 4, 5 and 6 respectively of that Table to that river or part thereof.
2. The Department shall apply the “high”, “good”, “moderate”, “poor” or “bad” biochemical oxygen demand standard specified in Table 3 below only for the purpose of deciding action to meet the standard for dissolved oxygen.
3. Once the Department has, in accordance with paragraph 3 of Part I of this Schedule, assigned to a river or part thereof a Type specified in column 1 of Table 4 below, it shall apply, as applicable, the “high”, “good”, “moderate”, “poor” or “bad” reactive phosphorus standard specified in columns 2, 3, 4, 5 and 6 respectively of that Table to that river or part thereof.
4. The Department shall, as applicable, apply the “high”, “good”, “moderate”, “poor” or “bad” acid condition standards specified in columns 1, 2, 3, 4 and 5 respectively of Table 5 below to any river or part thereof.
5.—(1) Once the Department has, in accordance with paragraph 6 of Part I of this Schedule, assigned to a river or part thereof a Type specified in column 1 of Tables 6, 7, 8, 9 or 10 below, it shall apply, as applicable, the “high”, “good”, “moderate”, “poor” or “bad” river flow standards as specified by the boundary values in those Tables to that river or part thereof.
(2) The result of this classification shall be used only to determine “high” status in accordance with Part 1 of Schedule 2.
6. Once the Department has, in accordance with paragraph 7 of Part I of this Schedule, assigned to a lake or part thereof the Type “salmonid” or “cyprinid”, it shall apply, as applicable, the “high”, “good”, “moderate”, “poor” or “bad” dissolved oxygen standard specified in Table 11 below to that lake or part thereof.
7. The Department shall apply the “good” salinity standard specified in Table 12 below to all lakes or parts of such lakes.
8. Once the Department has, in accordance with paragraph 8 of Part I of this Schedule, assigned to a lake or part thereof a geological category, depth category and colour category specified in Tables 7, 8 and 9 in that Part, it shall apply, as applicable, the “high”, “good”, “moderate”, “poor” or “bad” total phosphorus standard to that lake or part thereof, calculated in accordance with the formulae specified in columns 1, 2, 3, 4 and 5 respectively of Table 13 below, where in relation to those formulae—
“R” represents the annual mean total phosphorus concentration expected for the lake in the absence of more than very minor phosphorus inputs to the lake resulting from human activities and, where a reliable estimate of ‘C’ is available, shall have the value given by the formula: Antilog10 [1.36 – (0.09 x A) + (0.24 x B)] for non-humic lakes; and Antilog10 [1.62 – (0.09) x A + (0.24 x B)] for humic lakes;
“A” = Log10 of the altitude in metres above mean sea level of the lake;
“B” = Log10 (C÷D);
“C” = the mean alkalinity of the lake in milli-equivalents per litre estimated for the lake;
“D” = the mean depth of the lake in metres;
“H” = 0.755 + (0.012 x C) – (0.001 x D); or 0.7, whichever is larger value; and
“G” = 0.506 + (0.023 x C) – (0.002 x D); or 0.46, whichever is the larger value.
9. If the Department does not have the necessary data to calculate the total phosphorus standard applicable to a lake or part thereof in accordance with paragraph 8, it shall apply, as applicable to the lake or part thereof, the “high”, “good”, “moderate”, “poor” or “bad” total phosphorus standard specified in column 2, 3, 4, 5 and 6 respectively, of Table 14 below which corresponds with the combination of geological category and depth categories specified in column 1 of that Table that is applicable to the lake or part thereof.
10. Once the Department has assigned the characteristics of a lake or part thereof, in accordance with paragraph 9 of Part I of this Schedule, it shall apply, as applicable, to the lake or part thereof the “good” lake standard specified in columns 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13 or 14 of Table 15 below which, in accordance with Table 15, applies to that lake or part thereof with the combination of characteristics applicable to the lake or part thereof.
11. The Department shall apply, as applicable, the dissolved oxygen standards for “high”, “good”, “moderate”, “poor” or “bad” specified in Table 16 and Table 17 below to transitional or coastal waters or parts thereof.
12. The Department shall apply, as applicable, the dissolved inorganic nitrogen standards for “high”, “good”, “moderate”, “poor” or “bad” specified in Table 18 below to transitional or coastal waters or parts thereof.
13. The Department shall apply, as applicable, the standards for specific pollutants given in Tables 19 to 37 below to surface waters or parts thereof.
Dissolved oxygen (percent saturation) | |||||
---|---|---|---|---|---|
(1) Where a lowland, high alkalinity river is a salmonid river (as designated by Directive 2006/44/EC ‘on the quality of freshwaters needing protection or improvement in order to support fish life’) the standards for the upland, low alkalinity type will apply. | |||||
(10-percentile) | |||||
Column 1 | Column 2 | Column 3 | Column 4 | Column 5 | Column 6 |
Type(1) | High | Good | Moderate | Poor | Bad |
Upland and low alkalinity | 80 | 75 | 64 | 50 | < 50 |
Lowland and high alkalinity | 70 | 60 | 54 | 45 | < 45 |
Total ammonia (mg/l) | |||||
---|---|---|---|---|---|
(90-percentile) | |||||
Column 1 | Column 2 | Column 3 | Column 4 | Column 5 | Column 6 |
Type | High | Good | Moderate | Poor | Bad |
Upland and low alkalinity | 0.2 | 0.3 | 0.75 | 1.1 | > 1.1 |
Lowland and high alkalinity | 0.3 | 0.6 | 1.1 | 2.5 | > 2.5 |
Biochemical oxygen demand (mg/l)(i) | |||||
---|---|---|---|---|---|
(i) The standard for Biochemical Oxygen Demand shall be used when deciding action to meet the standard for dissolved oxygen. | |||||
(ii) Where a lowland, high alkalinity river is a salmonid river (as designated by Directive 2006/44/EC ‘on the quality of freshwaters needing protection or improvement in order to support fish life’) the standards for the upland, low alkalinity type will apply. | |||||
(90-percentile) | |||||
Column 1 | Column 2 | Column 3 | Column 4 | Column 5 | Column 6 |
Type(ii) | High | Good | Moderate | Poor | Bad |
Upland and low alkalinity | 3 | 4 | 6 | 7.5 | > 7.5 |
Lowland and high alkalinity | 4 | 5 | 6.5 | 9 | > 9 |
Reactive phosphorus (ug/l) | |||||
---|---|---|---|---|---|
(annual mean) | |||||
Column 1 | Column 2 | Column 3 | Column 4 | Column 5 | Column 6 |
Type | High | Good | Moderate | Poor | Bad |
1n | 30 | 50 | 150 | 500 | > 500 |
2n | 20 | 40 | 150 | 500 | > 500 |
3n+4n | 50 | 120 | 250 | 1000 | > 1000 |
pH | ||||
---|---|---|---|---|
Column 1 | Column 2 | Column 3 | Column 4 | Column 5 |
High | Good | Moderate | Poor | Bad |
(5 and 95 percentile) | (10 percentile) | (10 percentile) | (10 percentile) | |
≥ 6 to ≤ 9 | 4.7 | 4.2 | < 4.2 |
Permitted abstraction per day as a percentage of the natural mean daily flow(Qn)(1) | ||
---|---|---|
(1) ‘Qn’ is the naturalized mean daily flow for a specified period of record | ||
(2) ‘Qnx’ is the Qn that is expected to be exceeded by ‘x’ percent of the naturalized mean daily flows within a specified period of record | ||
High | ||
Column 1 | Column 2 | Column 3 |
Maximum permitted % abstraction at Qn exceeding Qn95(2) | Maximum permitted % abstraction at Qn not exceeding Qn95 | |
A1, A2 (downstream), A2 (headwaters), B1, B2, C2, D2 | 10 | 5 |
abstraction per day as a percentage of the natural mean daily flow(Qn) | |||||
---|---|---|---|---|---|
Good | |||||
Column 1 | Column 2 | Column 3 | Column 4 | Column 5 | |
River type | Maximum % abstraction at Qn exceeding Qn60 | Maximum % abstraction at Qn exceeding Qn70 | Maximum % abstraction at Qn exceeding Qn95 | Maximum % abstraction at Qn not exceeding Qn95 | |
A1 | April-Oct | 30 | 25 | 20 | 15 |
Nov-Mar | 35 | 30 | 25 | 20 | |
A2 (downstream), B1, B2 | April-Oct | 25 | 20 | 15 | 10 |
Nov-Mar | 30 | 25 | 20 | 15 | |
A2 (headwaters), C2, D2 | April-Oct | 20 | 15 | 10 | 7.5 |
Nov-Mar | 25 | 20 | 15 | 10 |
abstraction per day as a percentage of the natural mean daily flow(Qn) | |||||
---|---|---|---|---|---|
Moderate | |||||
Column 1 | Column 2 | Column 3 | Column 4 | Column 5 | |
River type | Maximum % abstraction at Qn exceeding Qn60 | Maximum % abstraction at Qn exceeding Qn70 | Maximum % abstraction at Qn exceeding Qn95 | Maximum % abstraction at Qn not exceeding Qn95 | |
A1 | April-Oct | 55 | 50 | 45 | 40 |
Nov-Mar | 60 | 55 | 50 | 45 | |
A2 (downstream), B1, B2, | April-Oct | 50 | 45 | 40 | 35 |
Nov-Mar | 55 | 50 | 45 | 40 | |
A2 (headwaters), C2, D2 | April-Oct | 45 | 40 | 35 | 32.5 |
Nov-Mar | 50 | 45 | 40 | 35 |
abstraction per day as a percentage of the natural mean daily flow(Qn) | |||||
---|---|---|---|---|---|
Poor | |||||
Column 1 | Column 2 | Column 3 | Column 4 | Column 5 | |
River type | Maximum % abstraction at Qn exceeding Qn60 | Maximum % abstraction at Qn exceeding Qn70 | Maximum % abstraction at Qn exceeding Qn95 | Maximum % abstraction at Qn not exceeding Qn95 | |
A1 | April-Oct | 80 | 75 | 70 | 65 |
Nov-Mar | 85 | 80 | 75 | 70 | |
A2 (downstream), B1, B2, | April-Oct | 75 | 70 | 65 | 60 |
Nov-Mar | 80 | 75 | 70 | 65 | |
A2 (headwaters), C2, D2 | April-Oct | 70 | 65 | 60 | 57.5 |
Nov-Mar | 75 | 70 | 65 | 60 |
abstraction per day as a percentage of the natural mean daily flow(Qn) | |||||
---|---|---|---|---|---|
Bad | |||||
Column 1 | Column 2 | Column 3 | Column 4 | Column 5 | |
River type | Maximum % abstraction at Qn exceeding Qn60 | Maximum % abstraction at Qn exceeding Qn70 | Maximum % abstraction at Qn exceeding Qn95 | Maximum % abstraction at Qn not exceeding Qn95 | |
A1 | April-Oct | >80 | >75 | >70 | >65 |
Nov-Mar | >85 | >80 | >75 | >70 | |
A2 (downstream), B1, B2, | April-Oct | >75 | >70 | >65 | >60 |
Nov-Mar | >80 | >75 | >70 | >65 | |
A2 (headwaters), C2, D2 | April-Oct | >70 | >65 | >60 | >57.5 |
Nov-Mar | >75 | >70 | >65 | >60 |
Status | Mean in July – August (mg/l) | |
---|---|---|
Salmonid | Cyprinid | |
High | 9 | 8 |
Good | 7 | 6 |
Moderate | 4 | 4 |
Poor | 1 | 1 |
Bad | < 1 | < 1 |
Status | Proposed Boundary |
---|---|
Annual Mean (micro Siemens per centimetre) | |
Good | 1000 |
Annual mean concentration of total phosphorous (µg/l) | ||||
---|---|---|---|---|
Column 1 | Column 2 | Column 3 | Column 4 | Column 5 |
High | Good | Moderate | Poor | Bad |
R ÷ H; or 5, whichever value is the larger value | R ÷ G; or 8, whichever is the larger value | (R ÷ G) ÷ 0.5 | (R ÷ G) ÷ 0.25 | > (R ÷ G) ÷ 0.25 |
Annual mean concentration of total phosphorus (µg/l) | |||||
---|---|---|---|---|---|
Column 1 | Column 2 | Column 3 | Column 4 | Column 5 | Column 6 |
Geological and depth category | High | Good | Moderate | Poor | Bad |
High alkalinity; shallow | 16 | 23 | 46 | 92 | > 92 |
High alkalinity; very shallow | 23 | 31 | 62 | 124 | > 124 |
Moderate alkalinity; deep | 8 | 12 | 24 | 48 | > 48 |
Moderate alkalinity; shallow | 11 | 16 | 32 | 64 | > 64 |
Moderate alkalinity; very shallow | 15 | 22 | 44 | 88 | > 88 |
Low alkalinity; deep | 5 | 8 | 16 | 32 | > 32 |
Low alkalinity; shallow | 7 | 10 | 20 | 40 | > 40 |
Low alkalinity; very shallow | 9 | 14 | 28 | 56 | > 56 |
Marl; shallow | 9 | 20 | 40 | 80 | > 80 |
Marl; very shallow | 10 | 24 | 48 | 96 | > 96 |
Good Lake Standards | ||||||||||||||
---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
percentage reduction in mean daily inflow | ||||||||||||||
Column 1 | Col 2 | Col 3 | Col 4 | Col 5 | Col 6 | Col 7 | Col 8 | Col 9 | Col 10 | Col 11 | Col 12 | Col 13 | Col 14 | |
Geology | Altitude | Low | Mid | High | ||||||||||
Size | Small | Large | Small | Large | Small | Large | ||||||||
Basin form | L | V | L | V | L | V | L | V | L | V | L | V | ||
Depth | ||||||||||||||
Peat | Summer | Deep | 15 | 15 | 15 | 10 | 15 | 15 | 15 | 10 | 15 | 15 | 15 | 10 |
Shallow | 15 | 10 | 10 | 10 | 15 | 10 | 10 | 10 | 15 | 10 | 10 | 10 | ||
Winter | Deep | 15 | 15 | 15 | 10 | 15 | 10 | 10 | 10 | 12 | 10 | 10 | 10 | |
Shallow | 15 | 10 | 10 | 10 | 10 | 10 | 10 | 10 | 10 | 10 | 10 | 5 | ||
Low Alkalinity | Summer | Deep | 30 | 25 | 25 | 25 | 30 | 25 | 25 | 25 | 30 | 25 | 25 | 25 |
Shallow | 25 | 25 | 25 | 25 | 25 | 25 | 25 | 25 | 25 | 25 | 25 | 25 | ||
Winter | Deep | 20 | 20 | 20 | 20 | 20 | 20 | 20 | 15 | 20 | 15 | 15 | 15 | |
Shallow | 20 | 20 | 20 | 15 | 20 | 15 | 15 | 15 | 15 | 15 | 15 | 15 | ||
Medium Alkalinity | Summer | Deep | 20 | 20 | 20 | 20 | 20 | 20 | 20 | 20 | 20 | 20 | 20 | 20 |
Shallow | 20 | 20 | 20 | 15 | 20 | 15 | 15 | 15 | 15 | 15 | 15 | 15 | ||
Winter | Deep | 20 | 20 | 20 | 20 | 20 | 20 | 20 | 15 | 20 | 15 | 15 | 15 | |
Shallow | 20 | 20 | 20 | 15 | 20 | 15 | 15 | 15 | 15 | 15 | 15 | 15 | ||
High Alkalinity, Marl | Summer | Deep | 30 | 25 | 25 | 25 | 30 | 25 | 25 | 25 | 30 | 25 | 25 | 25 |
Shallow | 25 | 25 | 25 | 25 | 25 | 25 | 25 | 25 | 25 | 25 | 25 | 25 | ||
Winter | Deep | 30 | 25 | 25 | 25 | 25 | 25 | 25 | 25 | 25 | 25 | 25 | 25 | |
Shallow | 25 | 25 | 25 | 25 | 25 | 25 | 25 | 25 | 25 | 25 | 25 | 20 | ||
Brackish | Summer | Deep | 20 | 20 | 20 | 20 | 20 | 20 | 20 | 20 | 20 | 20 | 20 | 20 |
Shallow | 20 | 20 | 20 | 15 | 20 | 20 | 20 | 15 | 20 | 20 | 20 | 15 | ||
Winter | Deep | 30 | 25 | 25 | 25 | 30 | 25 | 25 | 25 | 25 | 25 | 25 | 25 | |
Shallow | 25 | 25 | 25 | 25 | 25 | 25 | 25 | 25 | 25 | 25 | 25 | 25 |
Dissolved oxygen concentrations (mg/l) as 5-percentile values | |
---|---|
High | 5.7 |
Good | 4.0 |
Moderate | 2.4 |
Poor | 1.6 |
Bad | <1.6 |
Dissolved oxygen concentrations (mg/l) as 5-percentile values | |
---|---|
High | ≥5.7 |
Good | ≥4.0 and <5.7 |
Moderate | ≥2.4 and <4.0 |
Poor | ≥1.6 and <2.4 |
Bad | <1.6 |
Mean dissolved inorganic nitrogen concentration (micromoles per litre) during the period 1st December to 28th February | |
---|---|
High | 12 |
Good | 18 |
Moderate | 30 |
Poor | 40.5 |
Bad | >40.5 |
Good standards for rivers and freshwater lakes | Good standards for transitional and coastal waters | ||
---|---|---|---|
(1) The standards for 2,4 D specified in Column 2 and Column 4 must not be used for the purpose of classifying the ecological status or potential of bodies of surface water. | |||
Column 1 | Column 2(1) | Column 3 | Column 4(1) |
Annual mean (µg/l) | 95-percentile (µg/l) | Annual mean (µg/l) | 95-percentile (µg/l) |
0.3 | 1.3 | 0.3 | 1.3 |
Good standard for rivers and freshwater lakes | Good standard for transitional and coastal waters |
---|---|
Column 1 | Column 2 |
Annual mean (µg/l) | Annual mean (µg/l) |
20 | 20 |
Good standard for rivers and freshwater lakes | Good standard for transitional and coastal waters |
---|---|
(1) The standard for arsenic refers to the dissolved fraction of a water sample obtained by filtration through a 0.45µm filter or any equivalent pre-treatment | |
Column 1(1) | Column 2(1) |
Annual mean (µg/l) | Annual mean (µg/l) |
50 | 25 |
Good standards for rivers and freshwater lakes | Good standard for transitional and coastal waters | |
---|---|---|
(1) The standards for chlorine specified in Column 2 and 3 must not be used for the purpose of classifying the ecological status or potential of bodies of surface water. | ||
(2) The term “total residual oxidants” refers to the sum of all oxidising agents existing in water, expressed as available chlorine. | ||
Column 1 | Column 2(1) | Column 3(1) |
Annual mean concentration (µg/l) of total available chlorine | 95-percentile concentration (µg/l) of total available chlorine | 95-percentile concentration (µg/l) of total residual oxidant(2) |
2 | 5 | 10 |
Good standard for rivers and freshwater lakes | Good standards for transitional and coastal waters | |
---|---|---|
(1) The standard for chromium VI specified in column 3 must not be used for the purpose of classifying the ecological status or potential of bodies of surface water. | ||
Column 1 | Column 2 | Column 3(1) |
Annual mean concentration (µg/l) of dissolved chromium VI | Annual mean concentration (µg/l) of dissolved chromium VI | 95-percentile concentration (µg/l) of dissolved chromium VI |
3.4 | 0.6 | 32 |
Good standards for rivers and freshwater lakes | |
---|---|
(1) The standard for chromium III specified in column 2 must not be used for the purpose of classifying the ecological status or potential of bodies of surface water | |
Column 1 | Column 2(1) |
Annual mean concentration (µg/l) of dissolved chromium III | 95-percentile concentration (µg/l) of dissolved chromium III |
4.7 | 32 |
Water hardness bands to which the corresponding river and freshwater lake standards in column 2 apply | Good standards for rivers and freshwater lakes | Good standards for transitional and coastal waters |
---|---|---|
Column 1 | Column 2 | Column 3 |
Annual mean concentration of CaCO3 (mg/l) | Annual mean concentration (µg/l) of dissolved copper | Annual mean concentration (µg/l) of dissolved copper |
0 – 50 | 1 | 5 |
50 – 100 | 6 | |
100 – 250 | 10 | |
> 250 | 28 |
Good standards for rivers and freshwater lakes | Good standards for transitional and coastal waters | ||
---|---|---|---|
(1) The standards for cyanide specified in column 2 and column 4 must not be used for the purpose of classifying the ecological status or potential of bodies of surface water. | |||
Column 1 | Column 2(1) | Column 3 | Column 4(1) |
Annual mean concentration (µg/l) of hydrogen cyanide | 95-percentile concentration (µg/l) of hydrogen cyanide | Annual mean concentration (µg/l) of hydrogen cyanide | 95-percentile concentration (µg/l) of hydrogen cyanide |
1 | 5 | 1 | 5 |
Good standards for rivers and freshwater lakes | Good standards for transitional and coastal waters | ||
---|---|---|---|
(1) The 95-percentile standards for cypermethrin must not be used for the purpose of classifying the ecological status or potential of bodies of surface water. | |||
Column 1 | Column 2 | Column 3 | Column 4 |
Annual mean (ng/l) | 0.1 | Annual mean (ng/l) | 0.1 |
95-percentile (ng/l)(1) | 0.4 | 95-percentile (ng/l)(1) | 0.41 |
Good standards for rivers and freshwater lakes | Good standards for transitional and coastal waters | ||
---|---|---|---|
(1) The standards for diazinon specified in column 2 and column 4 must not be used for the purpose of classifying the ecological status or potential of bodies of surface water. | |||
Column 1 | Column 2(1) | Column 3 | Column 4(1) |
Annual mean (µg/l) | 95-percentile (µg/l) | Annual mean (µg/l) | 95-percentile (µg/l) |
0.01 | 0.02 | 0.01 | 0.1 |
Good standards for rivers and freshwater lakes | Good standards for transitional and coastal waters | ||
---|---|---|---|
(1) The standards for dimethoate specified in column 2 and column 4 must not be used for the purpose of classifying the ecological status or potential of bodies of surface water. | |||
Column 1 | Column 2(1) | Column 3 | Column 4(1) |
Annual mean (µg/l) | 95-percentile (µg/l) | Annual mean (µg/l) | 95-percentile (µg/l) |
0.48 | 4.0 | 0.48 | 4.0 |
Good standard for rivers and freshwater lakes | Good standard for transitional and coastal waters |
---|---|
Column 1 | Column 2 |
Annual mean concentration (mg/l) of dissolved iron | Annual mean concentration (mg/l) of dissolved iron |
1 | 1 |
Good standards for rivers and freshwater lakes | Good standards for transitional and coastal waters | ||
---|---|---|---|
(1) The standards for linuron specified in column 2 and column 4 must not be used for the purpose of classifying the ecological status or potential of bodies of surface water. | |||
Column 1 | Column 2(1) | Column 3 | Column 4(1) |
Annual mean (µg/l) | 95-percentile (µg/l) | Annual mean (µg/l) | 95-percentile (µg/l) |
0.5 | 0.9 | 0.5 | 0.9 |
Good standards for rivers and freshwater lakes | Good standards for transitional and coastal waters | ||
---|---|---|---|
(1) The standards for mecoprop specified in column 2 and column 4 must not be used for the purpose of classifying the ecological status or potential of bodies of surface water. | |||
Column 1 | Column 2(1) | Column 3 | Column 4(1) |
Annual mean (µg/l) | 95-percentile (µg/l) | Annual mean (µg/l) | 95-percentile (µg/l) |
18 | 187 | 18 | 187 |
Good standard for rivers and freshwater lakes | Good standard for transitional and coastal waters |
---|---|
Column 1 | Column 2 |
95-percentile (µg/l) | 95-percentile (µg/l) |
0.01 | 0.01 |
Good standards for rivers and freshwater lakes | Good standards for transitional and coastal waters | ||
---|---|---|---|
(1) The standards for phenol specified in column 2 and column 4 must not be used for the purpose of classifying the ecological status or potential of bodies of surface water. | |||
Column 1 | Column 2(1) | Column 3 | Column 4(1) |
Annual mean (µg/l) | 95-percentile (µg/l) | Annual mean (µg/l) | 95-percentile (µg/l) |
7.7 | 46 | 7.7 | 46 |
Good standards for rivers and freshwater lakes | Good standards for transitional and coastal waters | ||
---|---|---|---|
(1) The standards for toluene specified in column 2 and column 4 must not be used for the purpose of classifying the ecological status or potential of bodies of surface water. | |||
Column 1 | Column 2(1) | Column 3 | Column 4(1) |
Annual mean (µg/l) | 95-percentile (µg/l) | Annual mean (µg/l) | 95-percentile (µg/l) |
50 | 380 | 40 | 370 |
Water hardness to which the corresponding river and freshwater lake standards in column 2 apply(1) | Good standards for rivers and freshwater lakes | Good standards for transitional and coastal waters |
---|---|---|
(1) The standards applicable to intermediate water hardness must be calculated by simple linear interpolation. | ||
Column 1 | Column 2 | Column 3 |
Annual mean concentration of CaCO3 (mg/l) | Annual mean concentration (µg/l) of total zinc | Annual mean concentration (µg/l) of dissolved zinc |
0 – 50 | 8 | 40 |
50 – 100 | 50 | |
100 – 250 | 75 | |
> 250 | 125 |
Good standard for rivers and freshwater lakes | Good standard for transitional and coastal waters |
---|---|
Annual mean (µg/l) | Annual mean (µg/l) |
Not applicable | 21 |
Name of substance | Chemical Abstracts Service number | All rivers and lakes | All transitional and coastal waters | ||
---|---|---|---|---|---|
Good | Good | ||||
Annual mean(i) (AA-EQS) (µg/l) | Maximum allowable concentration(ii) (MAC-EQS) (µg/l) | Annual mean(i) (AA-EQS) (µg/l) | Maximum allowable concentration(ii) (MAC-EQS) (µg/l) | ||
(i) This parameter is the Environmental Quality Standard expressed as an annual average value (AA-EQS). Unless otherwise specified, it applies to the total concentrations of all isomers of the pollutant concerned. | |||||
(ii) This parameter is the Environmental Quality Standard expressed as a maximum allowable concentration (MAC-EQS). Where the MAC-EQS are marked as “not applicable”, the AA-EQS values are considered protective against short-term pollution peaks in continuous discharges since they are significantly lower than the values derived on the basis of acute toxicity. | |||||
(iii) For the group of priority substances covered by brominated diphenylethers listed in Decision 2455/2001/EC, an EQS is established only for congener numbers 28, 47, 99, 100, 153 and 154. | |||||
(iv) For cadmium and its compounds the EQS values vary dependent upon the hardness of the water as specified in five class categories (class 1: <40mg CaCO3/l, class 2: 40 to <50mg CaCO3/l, class 3: 50 to <100mg CaCO3/l, class 4: 100 to <200mg CaCO3/l and class 5: ≥200mg CaCO3/l). | |||||
(v) DDT total comprises the sum of the isomers 1,1,1-trichloro-2,2 bis (p-chlorophenyl) ethane (CAS number 50-29-3; EU number 200-024-3); 1,1,1-trichloro-2 (o-chlorophenyl)-2-(p-chlorophenyl) ethane (CAS number 789-02-6; EU number 212-332-5); 1,1-dichloro-2,2 bis (p-chlorophenyl) ethylene (CAS number 72-55-9; EU number 200-784-6); and 1,1-dichloro-2,2 bis (p-chlorophenyl) ethane (CAS number 72-54-8; EU number 200-783-0). | |||||
(vi) If the Department does not apply standards for biota it shall introduce stricter standards for water in order to achieve the same level of protection as the standards for biota set out in regulation 4. The Department shall notify the European Commission of the reasons and basis for using this approach, the alternative standards used, the data and the methodology by which the alternative standards were derived and the categories of surface water to which they would apply. | |||||
Application of the standards set out in Table 37 For any given surface water body, applying the AA-EQS means that, for each representative monitoring point within the water body, the arithmetic mean of the concentrations measured at different times during the year does not exceed the standard. The calculation of the arithmetic mean, the analytical method used and, where there is no appropriate analytical method meeting the minimum performance criteria, the method of applying a standard must be in accordance with implementing acts adopting technical specifications for chemical monitoring and quality of analytical results, in accordance with the Water Framework Directive. For any given surface water body, applying the MAC-EQS means that the measured concentration at any representative monitoring point within the water body does not exceed the standard. However, in accordance with section 1.3.4. of Annex V to the Water Framework Directive, the Department may introduce statistical methods, such as a percentile calculation, to ensure an acceptable level of confidence and precision for determining compliance with the MAC-EQS. With the exception of cadmium, lead, mercury and nickel (hereinafter “metals”) the standards set out in Table 37 are expressed as total concentrations in the whole water sample. In the case of metals the standards refer to the dissolved concentration i.e. the dissolved phase of a water sample obtained by filtration through a 0.45 µm filter or any equivalent pre-treatment. The Department may, when assessing the monitoring results against the standards, take into account:
| |||||
Alachlor | 15972-60-8 | 0.3 | 0.7 | 0.3 | 0.7 |
Anthracene | 120-12-7 | 0.1 | 0.4 | 0.1 | 0.4 |
Atrazine | 1912-24-9 | 0.6 | 2.0 | 0.6 | 2.0 |
Benzene | 71-43-2 | 10 | 50 | 8 | 50 |
Brominated diphenylether(iii) | 32534-81-9 | 0.0005 | not applicable | 0.0002 | not applicable |
Cadmium and its compounds (depending on water hardness classes)(iv) | 7440-43-9 | ≤ 0.08 (class 1) 0.08 (class 2) 0.09 (class 3) 0.15 (class 4) 0.25 (class 5) | ≤ 0.45 (class 1) 0.45 (class 2) 0.6 (class 3) 0.9 (class 4) 1.5 (class 5) | 0.2 | ≤ 0.45 (class 1) 0.45 (class 2) 0.6 (class 3) 0.9 (class 4) 1.5 (class 5) |
Carbon-tetrachloride | 56-23-5 | 12 | not applicable | 12 | not applicable |
C10-13 Chloroalkanes | 85535-84-8 | 0.4 | 1.4 | 0.4 | 1.4 |
Chlorfenvinphos | 470-90-6 | 0.1 | 0.3 | 0.1 | 0.3 |
Chlorpyrifos (Chlorpyrifos-ethyl) | 2921-88-2 | 0.03 | 0.1 | 0.03 | 0.1 |
Cyclodiene pesticides: | |||||
Aldrin | 309-00-2 | Σ=0.01 | not applicable | Σ=0.005 | not applicable |
Dieldrin | 60-57-1 | ||||
Endrin | 72-20-8 | ||||
Isodrin | 465-73-6 | ||||
DDT total(v) | not applicable | 0.025 | not applicable | 0.025 | not applicable |
Para-para-DDT | 50-29-3 | 0.01 | not applicable | 0.01 | not applicable |
1,2-Dichloroethane | 107-06-2 | 10 | not applicable | 10 | not applicable |
Dichloromethane | 75-09-2 | 20 | not applicable | 20 | not applicable |
Di(2-ethylhexyl)-phthalate (DEHP) | 117-81-7 | 1.3 | not applicable | 1.3 | not applicable |
Diuron | 330-54-1 | 0.2 | 1.8 | 0.2 | 1.8 |
Endosulfan | 115-29-7 | 0.005 | 0.01 | 0.0005 | 0.004 |
Fluoranthene | 206-44-0 | 0.1 | 1 | 0.1 | 1 |
Hexachloro-benzene | 118-74-1 | 0.01(vi) | 0.05 | 0.01(vi) | 0.05 |
Hexachloro-butadiene | 87-68-3 | 0.1(vi) | 0.6 | 0.1(vi) | 0.6 |
Hexachloro-cyclohexane | 608-73-1 | 0.02 | 0.04 | 0.002 | 0.02 |
Isoproturon | 34123-59-6 | 0.3 | 1.0 | 0.3 | 1.0 |
Lead and its compounds | 7439-92-1 | 7.2 | not applicable | 7.2 | not applicable |
Mercury and its compounds | 7439-97-6 | 0.05(vi) | 0.07 | 0.05(vi) | 0.07 |
Naphthalene | 91-20-3 | 2.4 | not applicable | 1.2 | not applicable |
Nickel and its compounds | 7440-02-0 | 20 | not applicable | 20 | not applicable |
Nonylphenol (4-Nonylphenol) | 104-40-5 | 0.3 | 2.0 | 0.3 | 2.0 |
Octylphenol ((4-(1,1’,3,3’-tetramethylbutyl)-phenol)) | 140-66-9 | 0.1 | not applicable | 0.01 | not applicable |
Pentachloro-benzene | 608-93-5 | 0.007 | not applicable | 0.0007 | not applicable |
Pentachloro-phenol | 87-86-5 | 0.4 | 1 | 0.4 | 1 |
Benzo(a)pyrene | 50-32-8 | 0.05 | 0.1 | 0.05 | 0.1 |
Benzo(b)fluor-anthene | 205-99-2 | Σ=0.03 | not applicable | Σ=0.03 | not applicable |
Benzo(k)fluor-anthene | 207-08-9 | ||||
Benzo(g,h,i)-perylene | 191-24-2 | Σ=0.002 | not applicable | Σ=0.002 | not applicable |
Indeno(1,2,3-cd)-pyrene | 193-39-5 | ||||
Simazine | 122-34-9 | 1 | 4 | 1 | 4 |
Tetrachloro-ethylene | 127-18-4 | 10 | not applicable | 10 | not applicable |
Trichloro-ethylene | 79-01-6 | 10 | not applicable | 10 | not applicable |
Tributyltin compounds (Tributhyltin-cation) | 36643-28-4 | 0.0002 | 0.0015 | 0.0002 | 0.0015 |
Trichloro-benzenes | 12002-48-1 | 0.4 | not applicable | 0.4 | not applicable |
Trichloro-methane | 67-66-3 | 2.5 | not applicable | 2.5 | not applicable |
Trifluralin | 1582-09-8 | 0.03 | not applicable | 0.03 | not applicable |
Name of Substance | Chemical Abstracts Service Number | All Rivers and Lakes Annual Mean Concentration (µg/l) | All transitional, coastal and relevant territorial waters(1) Annual Mean Concentration (µg/l) |
---|---|---|---|
Good | |||
(1) “relevant territorial waters” means the waters which extend seaward for 3 miles from the baselines from which the breadth of the territorial sea adjacent to Northern Ireland is measured. | |||
(2) The reference method of measurement shall be gas chromatography with electron capture detection after extraction by means of an appropriate solvent, or an alternative method that is at least as reliable. The limit of detection is 0.1 µg/litre. The accuracy and precision of the method shall be plus or minus 50% at a concentration which represents twice the value of the limit of determination. | |||
(3) Where samples are taken from more than one sampling point in relation to the waters in question, the standard shall be satisfied in relation to the samples from each sampling point. | |||
(4) Maximum Allowable Concentration | |||
Sampling and analysis of the substances set out in Table 38 Samples shall be taken at a frequency sufficient to show any changes in the aquatic environment, having regard in particular to natural variations in hydrological conditions. Where a discharge containing any substance listed is made to any river, lake or transitional, coastal or territorial water, samples shall be taken at a point sufficiently close to the discharge point to be representative of the quality of the aquatic environment in the area affected by the discharge. | |||
Perchloroethylene(2) | 127-18-4 | 10 | 10 |
Azinphos-methyl(3) | 86-50-0 | 0.01 | 0.01 |
Demeton(3) | 8065-48-3 | 0.5 | 0.5 |
Omethoate(3) | 1113-02-6 | 0.01 | Not determined |
Triazophos(3) | 24017-47-8 | 0.005 | 0.005 |
4-chloro-3-methyl-phenol(3) | 59-50-7 | 40 | 40 |
Bentazone(3) | 25057-89-0 | 500 | 500 |
Fenitrothion(3) | 122-14-5 | 0.01 | 0.01 |
2-chlorophenol(3) | 95-57-8 | 50 | 50 |
Biphenyl(3) | 92-52-4 | 25 | 25 |
Malathion(3) | 121-75-5 | 0.01 | 0.02 |
1,1,1-trichloroethane(3) | 71-55-6 | 100 | 100 |
Chloronitrotoluenes(3) | 89-60-1 | 10 | 10 |
Triphenyltin and its derivatives(3) | 379-52-2 | 0.02(4) | 0.008(4) |
1,1,2-trichloroethane(3) | 79-00-5 | 400 | 300 |
Dichlorvos(3) | 95828-55-0 | 0.001 | 0.04 0.6(4) |
Xylene(3) | 1330-20-7 | 30 | 30 |
1. The Department shall apply, as applicable, to any river or part thereof, the “high”, “good”, “moderate”, “poor” or “bad” benthic invertebrate fauna boundary value for rivers specified in Table 1 and 2 below.
2. The Department shall apply, as applicable, to any river or part thereof, the “high”, “good”, “moderate”, “poor” or “bad” phytobenthos boundary value for rivers specified in Table 3 below.
3. The Department shall apply, as applicable, to any river or part thereof, the “high”, “good”, “moderate”, “poor” or “bad” aquatic macrophyte boundary value for rivers specified in Table 4 below.
4. The Department shall apply, as applicable, to any lake or part thereof, the “high”, “good”, “moderate”, “poor” or “bad” phytoplankton boundary values for lakes specified in columns 2, 3, 4, 5, 6, 7 and 8 of Table 5 and columns 2, 3 and 4 of Table 6 respectively.
5. The Department shall apply, as applicable, to any lake or part thereof, the “high”, “good”, “moderate”, “poor” or “bad” phytobenthos boundary value for lakes specified in Table 7 below.
6. The Department shall apply, as applicable, to any lake or part thereof, the “high”, “good”, “moderate”, “poor” or “bad” aquatic macrophyte boundary value for lakes specified in Table 8 below.
7. The Department shall apply, as applicable, to any transitional water, coastal water or part thereof, the “high”, “good”, “moderate”, “poor” or “bad” benthic invertebrate fauna boundary values for transitional and coastal waters specified in Tables 9 and 10 below.
8. The Department shall apply, as applicable, to any transitional water, coastal water or part thereof, the “high”, “good”, “moderate”, “poor” or “bad” aquatic angiosperm boundary value for transitional and coastal waters specified in Table 11 below.
9. The Department shall apply, as applicable, to any transitional water, coastal water or part thereof, the “high”, “good”, “moderate”, “poor” or “bad” phytoplankton boundary value for transitional and coastal waters specified in Table 12 below.
10. The Department shall apply, as applicable, to any transitional water, coastal water or part thereof, the “high”, “good”, “moderate”, “poor” or “bad” aquatic macroalgae boundary values for transitional and coastal waters specified in Tables 13 and 14 below.
11. The Department shall apply, as applicable, to any transitional water or part thereof, the “high”, “good”, “moderate”, “poor” or “bad” fish boundary value for transitional waters specified in Table 15 below.
Boundary values for the degree to which the annual mean sensitivity to disturbance of the observed taxa differs from the annual mean sensitivity of the taxa expected under reference conditions | |
---|---|
Ecological quality ratio | |
High | 0.97 |
Good | 0.86 |
Moderate | 0.75 |
Poor | 0.63 |
Bad | < 0.63 |
Boundary values for the degree to which the annual mean number of disturbance-sensitive taxa differs from the annual mean number of taxa expected under reference conditions | |
---|---|
Ecological quality ratio | |
High | 0.85 |
Good | 0.71 |
Moderate | 0.57 |
Poor | 0.47 |
Bad | < 0.47 |
Boundary values for the degree to which the relative annual mean abundances of nutrient-sensitive and nutrient-tolerant groups of diatom taxa differ from the relative annual mean abundances of these groups of taxa expected under reference conditions | |
---|---|
Ecological quality ratio | |
High | 0.93 |
Good | 0.78 |
Moderate | 0.52 |
Poor | 0.26 |
Bad | < 0.26 |
Boundary values for the degree to which the annual mean abundances of disturbance-sensitive and disturbance-tolerant macrophyte taxa differ from the annual mean abundances of those taxa under reference conditions | |
---|---|
Ecological quality ratio | |
High | 0.80 |
Good | 0.60 |
Moderate | 0.40 |
Poor | 0.20 |
Bad | < 0.20 |
(1) The term phytoplankton refers to solitary and colonial unicellular algae and cyanobacteria that live in the water column, at least for part of their lifecycle. | |||||||
(2) “mid altitude” means ≥ 200 – 800 metres above sea level. | |||||||
(3) “low altitude” means < 200 metres above mean sea level. | |||||||
Boundary values for the degree to which the biomass of phytoplankton(1) taxa (as represented by the annual mean chlorophyll a concentration) differ from the biomass of those phytoplankton taxa (annual mean chlorophyll a concentration) expected under reference conditions | |||||||
Ecological quality ratio | |||||||
Col 1 | Col 2 | Col 3 | Col 4 | Col 5 | Col 6 | Col 7 | Col 8 |
Lake charac-teristics (ii) | Marl, shallow; and high alkalinity, shallow. | High alkalinity, very shallow. | Medium alkalinity, deep; medium alkalinity, shallow; low alkalinity, deep; and low alkalinity, shallow at mid-altitude.(2) | Medium alkalinity, very shallow. | Low alkalinity, shallow at low altitude(3) & with < 75 % by area of the soils in the catchment being peat. | Low alkalinity, shallow at low altitude(3) & with ≥ 75 % by area of the soils in the catchment being peat. | Low alkalinity, very shallow. |
High | 0.55 | 0.63 | 0.50 | 0.63 | 0.50 | 0.50 | 0.63 |
Good | 0.32 | 0.30 | 0.33 | 0.34 | 0.29 | 0.30 | 0.33 |
Moderate | 0.16 | 0.15 | 0.165 | 0.17 | 0.145 | 0.15 | 0.165 |
Poor | 0.05 | 0.05 | 0.05 | 0.06 | 0.05 | 0.05 | 0.05 |
Bad | < 0.05 | < 0.05 | < 0.05 | < 0.06 | < 0.05 | < 0.05 | < 0.05 |
Boundary values for the degree to which the annual mean percentage of cyanobacteria differ from the annual mean percentage of cyanobacteria expected under reference conditions | |||
---|---|---|---|
Ecological quality ratio | |||
Column 1 | Column 2 | Column 3 | Column 4 |
Geological characteristics | High alkalinity | Moderate alkalinity | Low alkalinity |
High | 0.97 | 0.95 | 0.97 |
Good | 0.82 | 0.77 | 0.82 |
Moderate | 0.61 | 0.61 | 0.61 |
Poor | 0.15 | 0.15 | 0.15 |
Bad | < 0.15 | < 0.15 | < 0.15 |
Boundary values for the degree to which the relative annual mean abundances of nutrient-sensitive and nutrient-tolerant groups of diatom taxa differ from the relative annual mean abundances of these groups of taxa expected under reference conditions | ||
---|---|---|
Ecological quality ratio | ||
Column 1 | Column 2 | Column 3 |
Low alkalinity lakes | Moderate alkalinity lakes; high alkalinity lakes; and marl lakes | |
High | 0.90 | 0.90 |
Good | 0.63 | 0.66 |
Moderate | 0.44 | 0.44 |
Poor | 0.22 | 0.22 |
Bad | < 0.22 | < 0.22 |
Boundary values for the degree to which the annual mean abundance of disturbance-sensitive macrophyte(1) taxa differ from the annual mean abundance of those taxa expected under reference conditions | |
---|---|
(1) The term “macrophyte” refers to larger plants, typically including flowering plants, mosses and larger algae, but not including single-celled phytoplankton or diatoms. | |
Ecological quality ratio | |
Column 1 | Column 2 |
High | 0.90 |
Good | 0.68 |
Moderate | 0.42 |
Poor | 0.33 |
Bad | < 0.33 |
Boundary values for the degree to which the annual mean occurrence and degree of tributyl tin (TBT) -induced imposex in the common dog whelk, Nucella lapillus, differs from the annual mean occurrence and degree of imposex expected under reference conditions using the Vas Deferens Stage Index (VDSI) (UKTAG Method ISBN 978-1-906934-16-3) | ||
---|---|---|
Ecological quality ratio | Vas Deferens Stage Index (VDSI) | |
High | 0.95 | 0.3 |
Good | 0.33 | 4 |
Moderate | 0.17 | 5 |
Boundary values relating to the degree to which the annual mean number of benthic invertebrate taxa in soft sediments, the diversity of taxa, and the ratio of disturbance-sensitive and disturbance-tolerant taxa differ from that expected under reference conditions (UKTAG Method ISBN 978-1-906934-13-2) | |
---|---|
Ecological quality ratio | |
High | 0.75 |
Good | 0.64 |
Moderate | 0.44 |
Poor | 0.24 |
Bad | < 0.24 |
Aquatic Angiosperm(1) Boundary values relating to the degree to which the annual mean shoot density, and spatial extent of sea grass beds, differ that expected under reference conditions (UKTAG Method ISBN 978-1-906934-14-9) | |
---|---|
(1) The term “angiosperm” refers to flowering plants. In transitional waters and coastal waters, angiosperms include sea grasses and the flowering plants found in salt marshes, salt marsh tools have not yet been developed. | |
Ecological quality ratio | |
High | 0.8 |
Good | 0.6 |
Moderate | 0.4 |
Poor | 0.2 |
Bad | < 0.2 |
Boundary values relating to the degree to which biomass, taxonomic composition, bloom frequency and bloom intensity for phytoplankton(1) differ from that expected under reference conditions (UKTAG Method ISBN 978-1-906934-12-5) | |
---|---|
(1) The term “phytoplankton” refers to solitary and colonial unicellular algae and cyanobacteria that live in the water column, at least for part of their lifecycle. | |
Ecological quality ratio | |
High | 0.8 |
Good | 0.6 |
Moderate | 0.4 |
Poor | 0.2 |
Bad | < 0.2 |
Boundary values relating to the degree to which mean species richness, proportion of red, green and opportunist seaweeds and ecological status group ratio on rocky intertidal areas differ from that expected under reference conditions (UKTAG Method ISBN 978-1-906934-17-0) | |
---|---|
Ecological quality ratio | |
High | 0.8 |
Good | 0.6 |
Moderate | 0.4 |
Poor | 0.2 |
Bad | < 0.2 |
Boundary values relating to the degree to which opportunistic macroalgal(1) extent, biomass and entrainment differ from that expected under reference conditions (UKTAG Method ISBN978-1-906934-15-6) | |
---|---|
(1) The term “macroalgae” refers to multicellular algae such as seaweeds and filamentous algae. | |
Ecological quality ratio | |
High | 0.8 |
Good | 0.6 |
Moderate | 0.4 |
Poor | 0.2 |
Bad | < 0.2 |
Boundary values relating to the degree to which the annual mean composition and abundance of disturbance-sensitive fish taxa differ from the annual mean composition and abundance of disturbance-sensitive fish taxa expected under reference conditions | |
---|---|
Ecological quality ratio | |
High | 0.8 |
Good | 0.6 |
Moderate | 0.4 |
Poor | 0.2 |
Bad | < 0.2 |
1. The Department shall classify the ecological status of surface water bodies that are not designated as heavily modified or artificial in accordance with the following steps:
(a)Estimate representative values of appropriate indicators of the condition of the relevant biological, physiochemical and hydromorphological quality elements from monitoring or modelling results. The appropriate indicators shall include:
(i)indicators of biological and other quality elements expected to be most sensitive to the pressures to which the water body is subject;
(ii)the values for physicochemical quality elements at risk of being so altered as to be failing a physicochemical standard ;
(iii)the concentrations of those specific pollutants likely to be in the water body in quantities that could cause a failure of a specific pollutant; and
(iv)the criteria for hydromorphological elements relevant to high status.
(b)Compare the values of the appropriate indicators estimated from monitoring or modelling with the applicable standards and biological boundary values in Schedule 1 of these Regulations.
(c)Classify the ecological status of the water body as “high” if the values of all the appropriate indicators of the biological, physicochemical and hydrological quality elements comply with the highest corresponding standards given in Schedule 1; the assessment of morphological condition carried out in accordance with Part 4 Table 1of this Schedule reflects totally or nearly totally undisturbed conditions; and there is no evidence that a high impact alien species has become established and is having an ecological effect on the water body.
(d)Where a surface water body is not classified as “high” ecological status in accordance with paragraph 1(c), the Department shall classify the ecological status of the surface water body according to the lowest classed biological or physicochemical quality element. If the lowest classed quality element is a specific pollutant or other physicochemical quality element, the class assigned shall be no lower than “moderate” ecological status.
2. In this part, “high impact alien species” means a non-native species of plant or animal that has a detrimental effect on the aquatic ecology or environment.
1. The Department shall classify the chemical status of surface water bodies in accordance with the following steps:
(a)Estimate from monitoring or modelling results the concentrations in the surface water body of appropriate priority substances and other dangerous substances listed in Schedule 1 of these Regulations. The appropriate substances shall include those likely to be in the surface water body in quantities that could cause a failure of the corresponding environmental quality standard.
(b)Compare the values of the appropriate substances estimated from monitoring or modelling with the applicable standards in Schedule 1.
(c)Classify the chemical status of the surface water body as good unless the standard for one or more priority substances or other dangerous substances is failed. If one or more is failed, classify as failing to achieve good chemical status.
1. The Department shall classify a surface water body designated as heavily modified or artificial as—
(a)“good or maximum ecological potential” if the following conditions are met:
(i)all applicable mitigation measures have been taken; and
(ii)the values of all the indicators of the quality elements not sensitive to hydromorphological pressures related to the heavily modified or artificial water body designation, including biology, specific pollutants and other physicochemical quality elements achieve the standards for “high” or “good”.
(b)“moderate ecological potential” if the following conditions are met:
(i)not all applicable mitigation measures have been taken and the values of one or more of the indicators of the quality elements not sensitive to hydromorphological pressures directly related to the heavily modified or artificial water body designation, including biology, specific pollutants and other physicochemical quality elements achieve the standards for “high”, “good” or “moderate”; or
(ii)all applicable mitigation measures have been taken and the values of one or more of the indicators of the quality elements not sensitive to hydromorphological pressures directly related to the heavily modified or artificial water body designation, including biology, specific pollutants and other physicochemical quality elements achieve the standards for “moderate”.
(c)“poor ecological potential” if the values of one or more of the indicators of the biological quality elements not sensitive to hydromorphological pressures directly related to the heavily modified or artificial water body designation achieve the standards for “poor”.
(d)“bad ecological potential” if the values of one or more of the indicators of biological quality elements not sensitive to hydromorphological pressures directly related to the heavily modified or artificial water body designation achieve the standards for “bad”.
2. In order to determine how to classify surface water bodies designated as heavily modified or artificial in accordance with paragraph 1, the Department shall—
(a)determine whether or not all practicable mitigation has been taken to improve the modified or artificial hydromorphological characteristics of the surface water body other than that which would have a significant adverse impact on:
(i)the use served by the modified or artificial characteristics; or
(ii)the wider environment.
(b)estimate representative values of indicators of the condition of the relevant biological and physicochemical quality elements from monitoring or modelling results. The indicators shall include:
(i)indicators of the biological quality elements which are not sensitive to the artificial or heavily modified characteristics of the water body;
(ii)the concentrations of those specific pollutants likely to be in the surface water body in quantities that could cause a failure of a specific pollutant standard; and
(iii)the values for those other physicochemical quality elements at risk of being so altered as to be failing a physicochemical standard.
(c)compare the values of the indicators estimated from monitoring or modelling with the applicable standards in Schedule 1 of these Regulations.
3. When determining whether all practicable mitigation has been taken, mitigation measures may be excluded which would contribute only a very minor improvement in the ecology of the water body.
1. The Department shall undertake detailed screening of morphological conditions to confirm that high status conditions are present within relevant water bodies.
(a)Once the Department has, in accordance with paragraph 4 of Part 1 of Schedule 1, assigned a type to a river or part thereof, the Department shall consider both direct and indirect pressures on the physical character of rivers at local scale, water body scale and catchment scale. The physical character of a river includes the condition of the channel bed, banks and riparian zone, channel pattern and river continuity.
(b)To assess the morphological condition of lake water bodies, the Department shall assign a type in accordance with paragraph 8(c) of Part 1 of Schedule 1. The morphological condition of High Status lakes must not be altered by more than 5%.
(c)To assess the morphological condition of transitional and coastal water bodies, the Department shall consider both direct and indirect pressures on the physical character of transitional and coastal waters at local scale, water body scale and catchment scale.
2. High Status morphological condition must not be assigned to
(a)Any water body that has been identified as being at risk of failing to achieve good ecological status due to the extent of morphological pressures; or
(b)Any artificial or heavily modified water body.
1. The Department shall determine the overall status of a surface water body, other than those designated as heavily modified or artificial, by combining the classification of ecological status and chemical status in one of the following and alternative ways:
(a)where the ecological and hydromorphological status of a surface water body is high and the chemical status of the surface water body is good, then the overall status of the surface water body is “high”.
(b)where the ecological status is good and the chemical status is good, then the overall status is “good”.
(c)where the ecological status is high, good or moderate, and the chemical status is failing to achieve good, then the overall status is “moderate”.
(d)where the ecological status is moderate and irrespective of chemical status, then the overall status is “moderate”.
(e)where the ecological status is poor or bad and irrespective of the chemical status, the overall status shall be the same classification as the ecological status, that is “poor” or “bad”.
1.—(1) The Department shall determine the quantitative status of a body of groundwater as follows—
(a)by determining whether or not one or more of the indicators in Column 1 of Table 1 are applicable to the body of groundwater; and
(b)if any of those indicators are applicable, by carrying out appropriate investigations to determine whether or not the criteria in Column 2 of Table 1 corresponding to the applicable indicator or indicators for poor quantitative status are satisfied.
(2) The body of groundwater shall be classified as—
(a)“good groundwater quantitative status” where—
(i)none of the indicators set out in Column 1 of Table 1 are applicable, or
(ii)one or more of those indicators are applicable but none of the corresponding criteria for poor groundwater status set out in Column 2 of Table 1 are satisfied; and
(b)in any other case as “poor groundwater quantitative status”.
Column 1 | Column 2 |
---|---|
Saline or other intrusions into a groundwater body: a) Failure of a threshold value i.e. electrical conductivity for groundwater as derived in accordance with the Groundwater Regulations (Northern Ireland) 2009; or b) Other indications of intrusions of poor quality water into the body of groundwater (Note: “intrusion” is interpreted to be intrusion of poor quality water into a groundwater body from another water body, rather than the movement of a plume of poor quality water within the body). | i) Significant and sustained upward trend in electrical conductivity indicating saline intrusion; ii) Significant and sustained upward trend in the concentration of other indicators of intrusion; iii) Existing evidence that a point of abstraction has been rendered unsuitable for use without prior treatment as a result of an intrusion. |
Surface water: a) Flow conditions in an associated surface water body are unsatisfactory, and there is reason to suspect that groundwater abstraction impacts (on the surface water body) are a significant component of the failure to achieve flow standards. (Note: Flow conditions are considered unsatisfactory if they are failing to meet the appropriate WFD flow standards and in doing so, preventing the surface water body maintaining of achieving its target status class). | i) Flow conditions are preventing the surface water body maintaining or achieving the target status class and the reduction in river flow in the surface water body concerned (resulting solely from groundwater abstraction) represents ≥50% of the value of the allowable abstraction (based on the flow standards). |
Groundwater Dependant Terrestrial Ecosystems (GWDTE): a) Indications of damage to a GWDTE caused by insufficient water availability identified through the departure from predefined environmental supporting conditions, including flow and groundwater level (or chemistry) which are required to maintain dependent communities in a favourable state. | i) A significant proportion of the departure from the predefined environmental supporting conditions can be attributed to anthropogenic quantitative pressures in the groundwater body, affecting groundwater availability to the GWDTE. |
Water balance: a) Indications that the total annual volume of groundwater being abstracted from the groundwater body exceeds the long term annual average rate of recharge to the groundwater body (taking in to account an allowance where relevant for dependent ecosystems). | i) The annual average volume of groundwater abstracted from the groundwater body represents more than 20% of the long-term annual average rate of recharge to the groundwater body and there are sustained trends of long term falling groundwater levels within the groundwater body. |
Ecological status classification | Colour code |
---|---|
High | Blue |
Good | Green |
Moderate | Yellow |
Poor | Orange |
Bad | Red |
Ecological potential classification | Colour code | |
---|---|---|
Artificial water bodies | Heavily modified | |
Good and above | Equal green and light grey stripes | Equal green and dark grey stripes |
Moderate | Equal yellow and light grey stripes | Equal yellow and dark grey stripes |
Poor | Equal orange and light grey stripes | Equal orange and dark grey stripes |
Bad | Equal red and light grey stripes | Equal red and dark grey stripes |
Chemical status classification | Colour code |
---|---|
Good | Blue |
Failing to achieve good | Red |
Groundwater chemical status | Colour code |
---|---|
Good | Green |
Poor | Red |
Groundwater quantitative status | Colour code |
---|---|
Good | Green |
Poor | Red |
Morphological Impact Assessment System
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