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Stage 1 Irrigation Area_90 Beach Rd Noosa North Shore 12.06.2020 · MCU19/0117
EFFLUENT IRRIGATION MANAGEMENT PLAN - STAGE 1 ) NOOSA NORTH SHORE ECO-TOURISM PORTAL C Cardno It is proposed to irrigate the areas only during non-rainfall days, with irrigation only sufficient to wet the soil to its undrained upper limit. Automatic irrigation scheduling equipment with soil-moisture probes and rain sensors will be necessary for control of the irrigation. Irrigation will only re-commence a minimum of 4 hours following cessation of rainfall. 3.3 Groundwater and Surface Water Quality During effluent treatment and disposal, monitoring of groundwater quality will be undertaken annually as specified by the conditions of the preliminary development approval. Quarterly baseline monitoring of groundwater quality has been underway since December 2004 to determine current groundwater conditions. In accordance with the conditions of the development approval, quarterly baseline monitoring of receiving waters including groundwater and surface waters will be conducted for a minimum of 12 months prior to commencement of construction works for the proposed development and will continue during construction and for 2 years after completion of construction works. Groundwater monitoring will include analysis of pH, Electrical conductivity, Total dissolved solids, Biochemical Oxygen Demand, Sodium, Salinity, Chloride, Sulfate, Alkalinity, Nitrate and Nitrite, Ammonia, Total Nitrogen, Total Phosphorous and Faecal coliforms. The quality of surface water runoff from irrigation areas will be monitored where there is a minimum of 30 mm rainfall in the preceding 24 hours sufficient to cause runoff from the irrigation area. Surface water monitoring will include two event samples of runoff from the irrigation areas collected annually, and analysed for pH, Total Nitrogen, Total Phosphorus, Electrical Conductivity, and Faecal Coliforms. The discharge limits contained in the Development Code may be amended in consultation with the Environmental Protection Agency and Noosa Council following determination of existing water quality conditions through baseline monitoring. No criteria have been specified for groundwater quality, therefore it is proposed that criteria be defined following the completion of baseline monitoring which commenced in December 2004. Locations for water quality monitoring are presented on Figure 2. Petrac Leisure NNS-S Pty Ltd Version 2 17 July 2006 1:\7296-08\WP\technical reports\éffluent Irrigation Management Plan - Stage 1 Version 2.doc Page 5
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