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Appendix 6: Case Study Methodology

Case study catchments were selected to reflect a range of circumstances. Case studies included large communities with very secure supplies, such as Christchurch, and much smaller communities with poor quality supplies, such as Te Karaka (Gisborne District), Lumsden and Winton (Southland District). Sources of supplies included surface water and both deep and shallow groundwater sources. Knowledge of the source catchments varied from extremely well characterised (Christchurch and Hastings groundwater and the Waikato River), to only poorly known (Winton and Lumsden).

Table A4: Case study regions and catchments

Region

Drinking-water catchments

Population supplied

Source type

Assessment against DWSNZ 2000

Southland Winton 2,100 Shallow groundwater/ surface water Not E. coli or protozoan compliant
Lumsden 657 Shallow groundwater/ surface water Not E. coli or protozoan compliant
Elevated nitrates
Canterbury

Ashburton

15,000

Groundwater (unsecure); surface water

Not E. coli or protozoan compliant

Christchurch

300,000

Groundwater (secure)

Compliant; one bore with elevated nitrate level

Amberley

1,200

Surface water

Not protozoan compliant

Hawke’s Bay

Frimley Park, West Hastings

58,000

Groundwater (unsecure)

Not E. coli or protozoan compliant

Gisborne

Te Karaka

600

Surface water

Not E. coli or protozoan compliant

Waikato

Te Kauwhata

1,700

Surface water

Fully compliant

Cambridge

13,000

Surface water

Fully compliant; borderline for cyanobacteria

The methodologies used to determine the costs to regional councils and drinking-water suppliers are explained in chapter 5. The methodology for determining the costs for consent applicants is set out below.

Consent applicants’ costs

The costs to consent applicants were estimated from the case study catchments using the following steps.

Step 1: Determining numbers and types of consents

Data on catchments was collected from regional council visits. Other stakeholders were contacted for personal or telephone interviews. Data was collected on the number and type of consents in each of the drinking-water catchments, and this data was extrapolated into the future using a variety of trend information on past development in the catchment to estimate the number of consents likely to occur in the catchments over the next 20 years.

Step 2: Application and mitigation costs

Consent application and mitigation costs imposed as a direct requirement of the NES were estimated for each of these catchments. Costs relate to the potential for additional consent requirements or additional refusals likely to result from the NES.

Application and mitigation costs for consent applicants were estimated by an environmental consulting firm. Two categories of costs were estimated:

  1. increased costs associated with considering effects on drinking-water sources for different consent application types
  2. the cost of upgrading discharge controls (ie, avoidance, remedying or mitigation) in the key categories identified by the consultants as likely to require changes to consent conditions to comply with the NES.

Step 3: Extrapolation to national level

The national costs for resource consent applicants were calculated by extrapolating costs estimated in the case study catchments to a national level. The case study cost estimates were multiplied by the number of catchments in New Zealand with drinking-water sources supplying communities of over 500 people.