Table 1 Site Description Continued: Proposed 35 allotments at an allotment size of 0.4 hectares to Allotment Sizes: 0.966 hectares with an average lot size of 0.561 hectares. Domestic Water We assume a reticulated supply is available to all the proposed allotments. Supply: Anticipated The design wastewater load is 150L/person/day. This load is Wastewater Load: sourced from the EPA Code of Practice Onsite Wastewater – Management 891.3 February 2013 - Table 4.1. (Households with full water reduction facilities). Loads per household are calculated in Section 6. Availability of The area is unsewered and unlikely to be sewered in the Sewer: short to medium term future Variations from a minimum of 150 litres/person/day for households with full water reduction facilities up to 220 litres/person/day for households with no water saving features and extra waste water producing facilities can be adopted. Provincial Geotechnical have adopted 150 litres/person/day as a conservative value based upon a number of factors. Should any party require modeling upon alternative waste water values Provincial Geotechnical can provide this. 3. Site Key Features The author undertook a series of site inspections and site investigations in September 2013. A range of site features were assessed in terms of the degree of limitation they present for a range of onsite wastewater management systems. Reference is made to the rating scale described in MAV model LCA Report (Table 6) guide. Remedial measures should be considered whenever ratings of 3, 4, or 5 occur and this might involve land improvement works, soil amelioration or simply adoption of higher-level technologies to ensure environmental protection. Table 6 of the MAV model LCA report summarises the key features in relation to effluent management at the subdivision site. The subdivision site experiences both stormwater run-on and run-off.
Table 1 Site Description Continued: Proposed Allotment Sizes: 35 allotments at an allotment size of 0.4 hectares to 0.966 hectares with an average lot size of 0.561 hectares. Domestic Water Supply: We assume a reticulated supply is available to all the proposed allotments. Anticipated Wastewater Load: The design wastewater load is 150L/person/day. This load is sourced from the EPA Code of Practice – Onsite Wastewater Management 891.3 February 2013 - Table 4.1. (Households with full water reduction facilities). Loads per household are calculated in Section 6. Availability of Sewer: The area is unsewered and unlikely to be sewered in the short to medium term future Variations from a minimum of 150 litres/person/day for households with full water reduction facilities up to 220 litres/person/day for households with no water saving features and extra waste water producing facilities can be adopted. Provincial Geotechnical have adopted 150 litres/person/day as a conservative value based upon a number of factors. Should any party require modeling upon alternative waste water values Provincial Geotechnical can provide this. 3. Site Key Features The author undertook a series of site inspections and site investigations in September 2013. A range of site features were assessed in terms of the degree of limitation they present for a range of onsite wastewater management systems. Reference is made to the rating scale described in MAV model LCA Report (Table 6) guide. Remedial measures should be considered whenever ratings of 3, 4, or 5 occur and this might involve land improvement works, soil amelioration or simply adoption of higher-level technologies to ensure environmental protection. Table 6 of the MAV model LCA report summarises the key features in relation to effluent management at the subdivision site. The subdivision site experiences both stormwater run-on and run-off.
8d19aed4cd809fe-Final%20Rezoning%20Report%20with%20Attachments%20(Reduced%20File%20Size).docx