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132006.268.03 - Amended Court Approval - Attachment 2
4377-131119-1.0 @& future-plus CC > ENVIRONMENTAL 3.3 HYDRAULIC LOADING The hydraulic loading for this site was calculated based on the anticipated population intensities within the factory office facilities and the five (5) bedrooms contained with the existing dwelling, as provided by the Client (refer Table 2 below). Table 2: Proposed Population Intensities for the subject site Sec) Proposed Population 5 persons per day (during standard daytime operating hours) Five (5) Bedroom Dwelling 8 persons Factory Office Facility The hydraulic loading associated with the proposed development intensity mentioned above can be calculated using Appendix 4.2D of AS/NZS 1547:2000 based on a typical wastewater flow allowances generated from rural factories and domestic dwelling. For rural factories this typically ranges from 30L/P/day for on-site roof tank water supply to S5OL/P/day for reticulated community water or bore water supply as per AS/NZS 1547:2000. The typical wastewater flow allowances for a domestic dwelling with bore water supply and standard water reduction fixtures is typically 145L/P/day as per AS/NZS 1547:2000. The estimated hydraulic loading associated with the development intensity has been calculated in the table below: Table 3: Calculated Hydraulic Wastewater Flows From Appendix 4.2D AS/NZS1547:2000 Allowance based on Bore Source Estimated Populations eats 1 (STM LEN} Factory Office Facility § 50* 250 Five (5) Bedroom Dwelling 8 145 1,160 Total Estimated Daily Flows 1,410 Based on the above, a total maximum hydraulic loading of 1,410 litres (8 Equivalent Persons - EP) per day may be generated from the combined use of the facilities on-site. Based on the estimated daily flow of 1,410 litres (8 EP) per day, the site does not trigger an application for an Environmental Relevant Activity 63(1)(a)(i) identified as; February 2014 Site & Soil Evaluation Report 7 Wastewater Treatment and Effluent Disposal 314 Cooroy Mountain Road, Cooroy Mountain 27
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