| All in £m at 1997-98 prices | Industry total costs | Description of the obligation | Typical company solutions | No of sites or km of mains |
Cost Driver and Code[1] | Capex
£m | Opex [2]
£m/year |
| Water Treatment
Nitrate | -
-
- |
A1
B1
C1 |
<10
20
200 | | To reduce the nitrate level to comply with the current legal levels of 50 microgrammes per litre (ug/l)[3] | Blending water from different sources
Providing ion exchange treatment plant
Providing membrane treatment plant | 73 |
| Water Treatment
Pesticides | --
- | A2
B2 | <10
60 | | To reduce pesticide levels to comply with the current legal level of 0.1lug/7 | Blending water from different sources
Additional treatment such as Granular Activated Carbon (GAC) filtration or or both | 13 |
| Water Treatment
Iron and Manganese | -
- | A3
C2 | <10
20 | | Reducing the iron and manganese levels to comply with current legal levels of 200 ug/l and 50 ug/l respectively. | Additional treatment stages such as Aeration/Oxidation
Biological filtration. Clarification (settlement) | 25 |
| Water Treatment
Plumbosolvency |
-
- |
A4
C10 |
<10
50 | | Reducing the plumbosolvency of water entering distribution in zones with lead pipework. | Chemical conditioning of water to reduce its ability to dissolve lead eg Phosphote dosing, pH control | 94 |
| Water Treatment
Other paramaters |
-
- |
A5
A11
B3
C3 |
0
<10
100
140 | | Asset improvements to comply with other parameters in the Water Quality Regulations. | Varying schemes which require either addition to, or modifications of existing treatment facilities eg improving contact tanks to optimise disinfection | 73 |
| Water Treatment
Cryptosporidium | -
- | A10
D9 | <10
300 | | Improvements to reduce the risk of cryptosporidium oocysts[4] reaching final potable water supplies. | Changing the method of plant operation eg not recycling wash water from filter beds. Controlling washing of these beds more closely.
Improving or adding to filtration facilities/improving micro filtration and membrane filtration. | 138 |
| Water Treatment
Chlorinated solvents
(10ug/1 individual)
Chlorinated solvents
(10ug/1 Total)
Chlorinated solvents
(2ug/1 & 3ug/1 individual) | -
-
- | C8
D5
D4 | 0
30
40 | | To comply with the proposed new Drinking Water (DW) Directive and achieving the new standard after 5 years
Chlorinated solvents – trichloroethene and tetrachloroethene.
The possible limits may be subject to change, so three different standards were costed: a) individual totals of 10ug/1 for one of the solvents, b) sum total concentration of 10ug/1 and c) 0.3ug/1 and 0.2 ug/1 respectively. | Allowing water the chance to become oxygenated after leaving the ground, before further treatment. More expensive options included installing GAC treatment or even membrane treatment.
Chlorinated solvents in groundwater are usually a result of industrial contamination of the aquifer. | |
| Water Treatment
Bromate (10ug/1) | - | C11 | 100 |
7
| Asset improvements to comply with the proposed new bromate standard of 10ug/1, if the DW Directive is adopted in 1998 and the standard has to be achieved in 5 years. | A change in the way that ozone is used to treat water or a change in the type of disinfectant used in water (or its method of generation eg chlorine from brine) | 76 |
| Water Treatment
THMs (100ug/l maximum) | - | C12 | 240 |
15
| Asset improvements are required to deal with a proposed maximum permitted standard for trichloromethane, bromodichloromethane, dibromochloromethane and tribromomethane of 100 ug/1 (Trihalomethanes or THMs) | Treatment by microfiltration or better coagulation and additional treatment stages. Good disinfection control is vital. | 42 |
| Water Treatment
Turbidity (80%)
Turbidity (95%) | -
- | D6
D7 | 10
110 | <1
5 | Asset improvements required to comply with a possible turbidity standard of INTU (Nephelometric turbidity units).
Options have been costed for 80% compliance and for 95% compliance as being acceptable | Addition or optimisation of filtration systems. Also improved clarification and settlement during the treatment processes. More complex treatment includes membrane technology. | 43 |
| Water Treatment
Clostridia | - | D8 | 330 |
18
| Asset improvements required to deal with clostridia detection in 100ml samples. Only measured if water originates from, or is influenced by surface water. Asset improvements only required if there is a risk to public health specifically indicated by the presence of clostridia. | Where companies have specified a treatment process, it involves membrane technology. | 109 |
| Water Treatment
Arsenic (10ug/1) |
- | C13 | 50 |
3
| Asset improvements to comply with a proposed arsenic standard of 10ug/1. Assuming standard to be achieved after 5 years. | Alumina bed systems to be added onto the plant. Ferric hydroxide and membrane technology. | 29 |
Distribution[6] –
Relining (to fulfil (S19 Undertakings)
Fe&Mn
PAH
Fluoranthene
All/either |
-
-
-
- |
C4
C6
D1
A6 |
430
40
180
20 | | Relining of water distribution mains to fulfil the requirements of section 19 undertakings for improvements due to the condition of the distribution system. | Relining is a perfectly acceptable method of mains rehabiliation to deal with a quality problem in an otherwise serviceable main. It is a cheaper option than relaying mains. | |
Distribution –
Replacement (to fulfil (S19 Undertakings)
Fe&Mn
PAH
Fluoranthene
All/either |
-
-
-
- |
C5
C7
D2
A7 |
1300
10
150
10 | | Relining of water distribution mains to fulfil the requirements of section 19 undertakings for improvements due to the condition of the distribution system. | Replacement of distribution mains | |
| Distribution -
Lead pipes partial
(10ug/1 median)
Lead pipes total
(10ug/l max) | -
-
- | A8
C9
D3 | 0
300
1100 | | Lead communication pipe replacement to comply with the proposed new DW Directive for lead measured at the customer's tap. | Replacement of company owned lead communication pipes excludes those replaced in other circumstances. Pipe replacement is considered the only method of attaining the 10ug/1 max. standard, also the median standard in some areas | |
| Distribution -
Other | -
- | A12
B4 | 0
30 | | Asset improvements for water distribution work confirmed as necessary by the DWI. May include chalk deposits in the mains. | Descaling or other cleaning methods.
Scouring or "pigging" mains for water quality reasons such as bacteriological growth or deposits were also included. | Various |
| Environmental Obligations
Low Flow Rivers | - | A9 | 0 |
0
| Asset improvements included for 1995-200 to alleviate low flow in rivers due to abstraction of raw water supplies. Schemes confirmed by the EA | Re-siting of water intakes to lessen impact on low flow rivers. | 1 |
| Environmental obligations
Habitats Directive
Well defined
Not identified
investigation | -
-
- | C16
D10
D11 | 150
10
<10 | | The abstraction will be on the priority list of English Nature (EN) or Countryside Commission for Wales (CCW) as affecting the local environment.
"Well defined" where the role of a company abstraction has been defined.
"Not identified" where there is a potential impact as yet unknown.
"Investigation" where there is not a high risk to plants and animals, but assessment required. | Finding alternative water sources, changing the licence arrangements or expenditure to investigate. | |
| Environmental obligations
SSSI interest
Identified
Not calculated
Investigation | -
-
- | D12
D13
D14 | 70
<10
0 | | Conservation agencies note Sites of Special Scientific Interest to the EA and water companies, who have a duty to further their conservation.
"Identified" where the role of a company abstraction has been noted.
"Not calculated" where there is an unquantified impact.
"Investigation" where there is not a high risk to plants and animals, but assessment is required. | Finding alternative water sources, changing the license arrangements eg seasonal reduction or provision of compensation water expenditure to investigate. | |
| Environmental obligations
Over-abstraction
Priority sites
Problem sites | -
- | D15
D16 | 100
10 | | Abstractions qualify if on the EA Priority list or Problem list of sites affected by abstraction. The distinction dictates the extent of the cost proposals
Investigations are required to determine rates of abstraction for the affected source of supply. Only Investigations costs are included. | Costs for re-siting sources, changes in abstraction patterns or compensation flows.
Investigations | |
| All in £m 1997-98 prices | Industry total costs | Description of
the obligation | Typical company solutions | No of sites (7) |
| Cost Driver and Code [1,8] | Capex
£m | Opex (2)
£m |
| Intermittent Discharges
UWWTD Freshwater
UWWTD Estuarial
UWWTD Coastal
Bathing Waters
Intermittent discharges | -
-
-
-
- | E1
E3
E5
E7
H5[9] | 90
30
10
0
1550 | | Improvements to sewerage assets to comply with the UWWT or Bathing Water Directives. Includes improvements on storm and emergency overflows and associated modifications to sewers.
Improvements to sewerage assets to comply with the UWWT Directive for which only partial funding had been provided for the period 200-05. | }
}
}Reduction of overflow spill volume and frequency; additional storage; installationof screens; overflow closure.
}
} | |
| UWWTD Continuous Discharges
Sensitive Areas | -
-
- | G4
G4+H3
G4+H3+H4 | 0
580
840 | | Improvements required due to the discharge becoming a UWWT Directive qualifying discharge to an established Sensitive Area during 200-10.
As for G4 and including discharges to proposed Sensitive Areas where nutrient removal is confirmed by the EA.
As for G4+H3 and including discharges to proposed Sensitive Areas where nutrient removal may be required by the EA. | }
}
]Nutrient removal (phosphorus and/or nitrogen) by biological treatment or chemical dosing.
} | |
| Less Sensitive Areas | | F1+G3
F1+G3+H1+F3 (part)
~
F1+G3+H2+F3(part) | 130
460
580 | 5
13
21 | Improvements to discharges to High Natural Dispersion Areas (HNDAs) requiring primary treatment, subject to a successful comprehensive study plus improvements required as a result of judicial review of Humber and Severn estuary boundaries.
As for F1+G3 and including larger discharges for which comprehensive studies were unsuccessful and therefore secondary treatment is required by 31 December 2000.
As for F1+G3 and including smaller discharges for which comprehensive studies were unsuccessful or any discharges where HNDA status is revoked, and therefore secondary treatment is required by 31 December 2005. | } Primary/Secondary treatment of sewage effluents.
} | |
| Normal Areas | - | G1+G2+G5+E2+E4+E6 | 1320 | 72 | Improvements to sewage treatment works discharging to normal receiving waters to comply with requirements of UWWT Directive. | Preliminary, primary and/or secondary treatment of sewage effluents; outfall extension. | 1,670 |
| Sludge
UWWTD
UWWTD+ RCEP
UWWTD + RCEP +EC
Sludge to Land Directive | -
-
- |
G6
G6+H6
G6+H6+H8 |
50
670
1160 |
83 | Improvements at disposal facilities to meet UWWT Directive requirements where work is not scheduled to start before 31 March 2000.
Improvements at disposal facilities over and above those required for G6 to conform with recommendations of the Royal Commission on Environmental Pollution – 19th Report(1996).
Improvements at disposal facilities over and above those required for G6+H6 to conform with the EC Sludge to Land Directive. | }
} Provision or enhancement of existing sludge treatment and dispoal facilities (eg digester uprating, cake storage, thickening, thermal drying, incineration)
} | |
| Freshwater Fish Directive | -
-
- | G7
G7+H9
G7+H9+H10 | 230
370
720 | | Improvements to discharges, which cause failure of a Statutory Objective at the point of discharge, where this is within the designated area.
As for G7 and including discharges into stretches identified by the EA for possible new designation.
As for G7 but where the river quality fails the Operational Standard for the stretch. | } Secondary treatment generally involving nitrification. | |
| First Time Sewerage | -
- | F2
F2+G8 | 20
190 | | Asset improvements relating to successful applications under Section 101A of the Water Industry Act 1991 before September 1997 where engineering work is scheduled before 31 March 2000.
Asset improvements relating to successful applications under Section 101A of the Water Industry Act 1991 before September 1997 where engineering work is scheduled between 2000-2005. | Connect properties to the sewerage system, extend existing sewage treatment works, install package plants.
As for F2 | |
| Shellfish Waters Directive | -
-
- | G10
G10+H11+H12
G10+H11+H12+H13 | <1
80
80 | <1
8
8 | Improvements to discharges which cause failure of a Statutory Objective at the point of discharge.
As for G10 but using standards arising from the government review of mandatory standards for metals and organo-halogens and for waters not yet designated.
Similar to G10 but where the river quality fails the Operational Standard for that water. | }
} High level sewage treatment eg tertiary sand filtration; UV disinfection.
] | |
| Surface Water Abstraction Directive | -
-
- | G11
G11+H14
G11+H14+H15+H16 | 70
70
90 | | Improvements to discharges, which cause failure of a Statutory Objective at the point of discharge.
Improvements to discharges, which fail to meet the Statutory Objective at the official monitoring point where the discharge quality is the same as the consented quality.
Improvements to discharges with no relevant consent, which cause failure of a Statutory Objective at the point of discharge and/or river quality fails the Operational Standard for the stretch. | Installation of additional treatment for sewage effluents eg nitrification or denitrification. | |
| Habitats Directive | -
-
- | G12
G12+H17
G12+H17+H18 | 50
70
70
| | Improvements to discharges which appear on the list of priority STWs drawn up by English Nature/Countryside Council for Wales and agreed on by the EA.
As for G12 and including sites which have no proven link to water quality but which require that there is no deterioration from current discharge load.
As for G12+H17, however, the sites' Conservation Objectives have not been formally advised to the EA. | Tertiary treatment; phosphorus removal | |
| Bathing Waters | -
-
- | G13
G13+H19+H20
G13+H19+H20+H21
| 40
200
220
| | Improvements to discharges in order to comply with the mandatory standards of the Bathing Water Directive, or to maintain a guideline standard of compliance or no deterioration.
As for G13 and including discharges likely to contribute to failures of the Directive as judged by the EA and those likely to cause failures to waters currently under consideration by DETR for bathing water identification.
Improvements to discharges in order to comply with the guideline standards of the Bathing Water Directive. | }
} Additional treatment possibly including UV disinfection: additional storm storage.
} | |
| Revised Bathing Water Directive [10] | -
- | H22
H23 | 740
1120 | | Improvements to discharges in order to comply with the requirements envisaged by Halcrow Report scenario B.[5]
Improvements to discharges in order to comply with the requirements envisaged in Halcrow Report scenario A.[5] | Secondary treatment of sewage effluents; UV disinfection; additional storm storage.
Secondary/tertiary treatment; UV disinfection; additional storm storage. | Not provided
Not provided |
| River and Estuarine Quality Objectives
Quality | -
- | H24-H30
H31-H37 | 1580
390 | | Improvements to discharges where the present quality or anticipated future quality will result in the water failing the planned quality objective.
Improvements to discharges where the present quality has resulted in a deterioration in the 1990 River Class. | Upgrading of the treatment of sewage effluents including preliminary, primary, secondary or tertiary treatment.
As for H1-24-H30 | |
| Miscellaneous [Other]
Local priority schemes
Discharges affecting Pilot
SWQO catchments
SSSIs (Effluent discharges)
Flow measurement & recording
Emergency provisions
Misconnections | -
-
-
-
-
- |
H38
H39
H40
H41
H42
H43 |
130
30
30
40
10
30 | | Improvements to discharges not eligible under any other driver which can be backed by evidence describing the associated benefits.
Improvements made to any discharge in order to support proposed SWQO.
Improvements to discharges on EN/CCW's priority lists of sewage treatment works which have not already been identified under the Habitats Directive, and for which the EA agree that there is sufficient evidence of impact or risk.
Provision of flow measurement structures to continuous and intermittent discharges where required under the EA's Flow Measurement Policy.
Provision of emergency equipment at sites nominated by the EA for special risk status.
Improvements to polluting discharges from surface water sewers identified by the EA as causing a serious local problem. | Various (eg borehole monitoring; installation of package plants; phosphorus removal).
Secondary treatment (trickling filters; activated sludge).
Phosphorus removal (biological treatment or chemical dosing)
Installation of flow measurement equipment.
Reduced operation; dual supply; emergency generation.
Investigations; removal of misconnections. | 131
28
35
Not provided
Not applicable
Unknown
|