Community Drinking Water Supplies NES-HDWS requires GW to use - - PowerPoint PPT Presentation

community drinking water supplies nes hdws requires gw to
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Community Drinking Water Supplies NES-HDWS requires GW to use - - PowerPoint PPT Presentation

Community Drinking Water Supplies NES-HDWS requires GW to use precautionary approach to protect a community drinking water supply, i.e. avoid contamination rather than mitigating adverse effects e.g. attempting to treat contaminated


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Community Drinking Water Supplies

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  • NES-HDWS requires GW to use

precautionary approach to protect a community drinking water supply, i.e. avoid contamination rather than mitigating adverse effects e.g. attempting to treat contaminated drinking water. Consider cumulative effects of activities.

  • Have been issuing consents while

implementing NES since 2012. The NES is not totally GW’s responsibility to implement.

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  • TAs & RPH also have statutory roles.
  • Water supply managers need to be

aware of;

– Threats to the quality of the water supply – Treatment capability they have – Contaminants they do, and should, test for – Minimum quality of source water required to meet treatment capability.

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Processing applications for Discharge Permit or activities in CDWSPA and/or Group DWS areas

  • When assessing an application for an

activity such as a discharge within a CDWSPA or upstream of a Group DWS intake, GW gathers and considers as much information as possible to undertake an assessment of risk to the water supply.

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  • We consider distance to abstraction point,

activity and what design considerations have been used to minimise the risk of contaminants reaching water.

  • We ask the applicant if they have

consulted with the CDW supplier, what concerns were raised and response.

  • In some cases we determine the CDWS

supplier and RPH are affected persons.

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  • GW may consult with RPH and the

CDWS supplier, or facilitate a meeting with all parties.

  • We seek information from the CDWS

supplier on what contaminants the water supply is tested for, and what treatment

  • ccurs.
  • Each application has to be assessed

individually as each situation is unique.

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Case Study – On-Site Wastewater near a CDWS

  • Proposed residential development

adjacent to Opaki Water Supply bore. MDC requested we assess whether proposed discharge would comply with permitted activity rule in operative Plan.

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  • GW determined that it did not meet

permitted activity and resource consent was required.

  • Through consent process, risk to CDWS

was assessed with input from RPH and the water supply operator along with MDC.

  • Shallow unconfined aquifer, stony free

draining soils, close proximity to supply bore meant proposed discharge field type and siting was unsuitable.

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  • Opaki water supply was not treated so

high risk of bacterial/viral contamination.

  • Land owners and MDC came up with an

area of land downstream of bore that could be used for treated, shallow drip irrigation disposal fields for sections considered too close to bore.

  • Consent issued for discharge of sewage
  • n separate lot specifically set aside for

disposal field.

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  • Objectives, Policies and Rules as

recommended to be amended in s42A Report would make more certain the approach in a similar situation today.

  • Imperative that the risk to a CDWS can

be assessed under a restricted discretionary or discretionary activity process.

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Case Study – Animal Effluent Discharge to Land

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  • New dairy shed and associated

discharge applied for on expanded dairy farm.

  • Discharge area close proximity to

Wainuioru Water Supply bores (CDWS).

  • Wainuioru WS already contaminated

with nitrate levels occasionally over the NZ drinking water standard, and E.coli detections

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  • GW Groundwater staff asked to assess if

discharge area would be classed as ‘upstream’ under the NES-SHDW

  • definitions. Decision was made that it was

not ‘upstream’ but there was still risk to water quality associated with proximity to bores

  • Applicant asked to detail what measures

would be incorporated into the discharge system to limit hydraulic loading rates for the soils.

  • Walkover of the discharge area with the

applicant to identify potential risk areas for his discharge.

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SLIDE 14
  • Consultation with RPH and the Water

Supply Operator’s representative undertaken by GW as relationship between landowner and Water Supply Operator had broken down.

  • Water Supplier representative had

unreasonable expectation to stop all discharge and stock access to areas above and around the water supply pipelines due to risk of breakage and contaminants entering reticulation system.

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SLIDE 15
  • Consent issued with additional conditions to

those generally on controlled activity animal effluent discharge consents:

– Requires soil moisture monitoring and discharge

  • nly when there is a corresponding soil moisture

deficit; – Failsafe’s and alarms to be fitted to ensure no unauthorised discharges occur due to breakages/uncoupling of pipes and pump failures etc.

  • Water Supply Operator told to take

responsibility for integrity of the delivery system