Original source · versioned page text
wastewater design
Very large file: it may take a few minutes
The original of this document is very large (13.0 MB). Opening the original or downloading it may take a few minutes. Please be patient and don't click again. The page text is quick to read. If you are on mobile data, it is best to wait until you are on Wi-Fi.
5.0 DESIGN RECOMMENDATIONS The four proposed cabins will utilize two identical wastewater facilities; Cabins 1 & 2 will be serviced by one facility, and Cabins 3 & 4 will be serviced by a second identical facility. We recommend the installation of two Advanced Enviro-septic™ domestic wastewater systems to treat the wastewater to advanced secondary quality. We recommend the installation of two 3000It (min capacity) all-waste septic tanks to treat the wastewater to primary quality (it should be noted that the local regulatory authority may have larger minimum size requirements than those recommended). The final location of the septic tanks will be determined on-site by variable consequences (e.g. finished floor levels, distances, allotment configuration and topographical constraints) over which we have little control. This final placement may necessitate the use of pumps and pump wells to enable the Land Application Area to be located above the septic tank. If the integrity and serviceability of the existing septic tank is confirmed it may be retained. Alternatively it may be decommissioned once the new septic tank is installed and commissioned. We recommend further consultation to determine the adequacy of the final location of the septic tanks and pump wells (if required) at the time of, or prior to construction of the proposed dwelling. Notwithstanding the final location of the septic tanks and the Land Application Areas particular attention should be paid to protecting any, or all pipework below driveways, access tracks, or such trafficable areas. The treated effluent is to be dosed into and along the Advanced Enviro-septic™ pipes. Thus receiving treated effluent and residuals in a manner and at a rate that enables their further treatment by natural in-soil stabilisation processes so that the resulting clarified carriage water is environmentally and hygienically acceptable for groundwater infiltration or evaporation and plant transpiration into the atmosphere. Pump systems (if required) shall e have a storage capacity equal to 50% of the daily flow allowance, and sufficient to match the electrical starting requirements of the irrigation pump motor e have performance characteristics that match the hydraulic characteristics of the irrigation system e have a discharge of at least 50% greater than the maximum 30-minute flow rate e have a visual and audible alarm system (with muting ability) for breakdown notification e not be located adjacent to bedrooms, living rooms or recreational areas of neighbouring properties e be contained in an acoustic chamber to reduce noise emission of all equipment to a level not exceeding 40 dB (measured as fast response at a distance of 1.0m), e have incorporated into the facility pressure and/or velocity reduction fittings installed sufficiently distant above the Advanced Enviro-septic™ piping. Unearthed Geotechnical P/L. 6 Design Report 022-003
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalLog in to download the original file
Very large file: the download may take a few minutes. If you are on mobile data, it is best to wait until you are on Wi-Fi.
Searchable page text hides email addresses. Original files are unchanged and may show email addresses.