village scalevillage scale water recycling...way‐stage 1 commencing shortly system proposed is new...
TRANSCRIPT
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WITCHCLIFFEWITCHCLIFFE VILLAGE SCALE WATER RECYCLINGVILLAGE SCALE WATER RECYCLING
Wayne Edgeloe
Di t E i i & E i tDirector Engineering & Environment
Thompson McRobert Edgeloe
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Acknowledgements• Redgate Estate Pty Ltd‐ Land Owners
• Aspen Group – Project ManagersAspen Group Project Managers
• Shire of Augusta Margaret River
• United Utilities Australia (UUA) ‐ proposed licensed service provider
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Witchcliffe• Sustainable water services
• Rain tanks to each residenceRain tanks to each residence
• Pressure sewer collection systems
• Waste Water Treatment Plant delivering Class A+ non potable water
• Land is now zoned
• Subdivision approvals in place for stage 1for stage 1
• Planners – Roberts Day
• Engineers – TMEg
• Environmental ‐ RPS
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Witchcliffe Village Strategy
id i i f h f h f h i h liff i il 2028 d• Provides a vision for the future growth of the Witchcliffe town site until 2028 and defines a footprint for the expansion of the town site based on the Leeuwin‐Naturaliste Ridge State Planning Policy 6.1 (1998) LNRSSP.
• Vision is to “create a vibrant rural village within a forest and farm setting, with respect for the physical, environmental and landscape of the area, diversity in lifestyle choice and facilities, a strong sense of belonging, nurturing and l b ti l l t l t d i d t idi t i i dcelebrating local talent and industry, providing tourism experiences and
promoting human spirit.”
• The Strategy sets out a number of objectives to achieve this vision. Central to h h f d h l ff l h dthese is the notion of expanding Witchcliffe using alternative servicing methods.
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Witchcliffe Planning Context
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Land Ownership
Redgate Estate Pty Ltd own Lot 2 and Sussex Location 2183 Redgate Road which comprises approximately 111 hectares of land with a potential yield of 504 residential lots. The land is and currently zoned Future Development Zone and has an approved Structure Plan in place and subdivision approval for a first stage of 50 ots.
Redgate Developments Pty Ltd also has an area of approximately 52 hectares at Lot 1032 Redgate Road also zoned Future Development that will yield approximately 228 lots.
Approx 44 existing townsite lots with total expansion of approx 845 lotsApprox 44 existing townsite lots with total expansion of approx 845 lots
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Structure Plan Area
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Lot 2 and Sussex Location 2183 Redgate Road
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Lot 2 and Sussex Location 2183 Redgate Road
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Stage One Location
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Servicing Coordination
Multiple land owners, developers and existing residents
Public workshopsp
Coordinated servicing approach
Cooperation between land owners and consultant teams
All striving for innovative and leading edge development
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General servicing required for development
Clearing‐ clear blue gums and retain native
Earthworks‐minimise earthworks and retain landformEarthworks minimise earthworks and retain landform
Site works‐ walls minimal use
Water supply‐alternate methods
Sewer‐ alternate methods
Roadworks‐ alternate methods and form
St t / WSUD t t f th t th d t i fStormwater/ WSUD‐ state of the art methods‐ extensive use of bioretention systems
Power‐Western Power and Green Power
Telstra‐ NBN ???
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Water and SewerTraditional servicing approach would be by water main and sewer main to and from Margaret River (8km away)
Wi h liff i li f W C iWitchcliffe not in license area of Water Corporation
Alternate suppliers now permitted and encouraged by ERA
New future for Western Australia for water and sewerNew future for Western Australia for water and sewer
Witchcliffe and Gracetown are leading the way
Breaking significant new ground in WA
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Reasons for Change
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1800
Cowaramup Rainfall
1400
1600
1800
1000
1200Annual
Sum JJA
600
800 Linear (Annual)
Linear (Sum JJA)
0
200
400
01930 1940 1950 1960 1970 1980 1990 2000 2010 2020
Year
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Proposed Water and Sewer Strategy for Witchcliffe
Rainwater tanks to each lot to provide potable water supply for inside homes‐ drinking showershomes drinking, showers
Sewer effluent from each lot collected and conveyed to a proposed Water Recycling Plant (WRP) at Davis Road tip site
Effluent treated to class A+ (fit for purpose) standard and become a non potable water supply
Treated water returned to each lot for non potable uses such as toiletTreated water returned to each lot for non potable uses such as toilet flushing and gardens (exclude laundry initially)
Non Potable Water also used in fire hydrants through development
Stormwater for lots and roads treated and captured together with shallow groundwater from subsoil systems for use on POS areas
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Household water balanceWater balance modelling using historic rainfall/climate change
Varying occupancies, roof areas
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Household water balanceThe State Water Strategy ‐approx 100,000 litres/p/yr consumed
Approx 50% is for external use. Thus 50,000 litres/p/yr used externally (137 lit / /d )(137 litres/p/day average).
Based on an average occupancy of 2.6 persons/lot and 122 l/p/d availability a non potable demand of approximately 310 l/house /day can y p pp y ybe supplied for gardens.(approximately 90% of the State Water Strategy targets)
Non Potable water will be used inside houses in toilets only and outsideNon Potable water will be used inside houses in toilets only and outside the houses for garden irrigation
Non potable usage in the houses is limited to toilets. With low flush toilets the demand is 33 l/p/day. This results in a daily demand for toilets of 85.8 /day
Non Potable water used on the gardens will be restricted to the waterNon Potable water used on the gardens will be restricted to the water that can be provided back to each house. (approx 225 l/day)
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Household water balanceWithout a major winter storage the non potable water available for rrigation demands will be the same as the in house potable demand
U d i f ll diti (l t 5 ) d i thUnder average rainfall conditions (last 5 years average) and using the maximum non potable supply available it will be possible to irrigate with sub surface irrigation approximately 145 m2 of lawn per household.
This is based on subsurface irrigation of grass and meeting 40% of the evaporation with irrigation after rainfall is deducted.
Alternatively native gardens and / or vegetable gardens could be used asAlternatively native gardens and / or vegetable gardens could be used as ong as they stay within the daily non potable water allocation available.
Use of native plantings will be encouraged for each household
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00
Witchcliffe rainfall
00
00
00
00
Annual
Sum JJA
00
00Linear (Annual)
Linear (Sum JJA)
0
00
01998 1999 2000 2001 2002 2003 2004 2005 2006 2007 2008 2009
Rain (mm)
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Witchcliffe Rain Tank Sizes Last 5 years Average Rain (122L/p/day) )
(2003 – 2007)
80
90
100
60
70
ze kL 2.4 PE/HH
2 8 PE/HH
30
40
50
Tank
Siz 2.8 PE/HH
3.2 PE/HH
3.6 PE/HH
4 PE/HH
10
205 PE/HH
0
0 100 200 300 400 500 600
Roof Area (m2)
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Witchcliffe Sewer Collection System
lPropose low pressure sewer system
Reduces the need for thisReduces the need for this
Watertight design and absence of manholes eliminates external flows into the system
Particularly good in backlog areasParticularly good in backlog areas
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Low Pressure Sewer System
ff f l h h b k d lDiffer from conventional sewer systems in that they break down large solids in a lot scale pump station before they are transported through the collection system
Watertight design and absence of manholes eliminates external flows into the system
South East Water installed the first pressure sewer system (PSS) inSouth East Water installed the first pressure sewer system (PSS) in Australia at Tooradin in 2001. Now have 800 units installed.
Particularly good in backlog areas
Water Corporation have used in limited parts of backlog areas
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Example Pressure Sewer System
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Example Pump Curve
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Gembrook System ‐ Victoria
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Gembrook System ‐ Victoria
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Gembrook Example ‐ Victoria
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Gembrook Example ‐ Victoria
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Gembrook Example ‐ Victoria
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Gembrook Example ‐ Victoria
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Gembrook Example ‐ Victoria
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Proposed WRP site
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WRP flows
United Utilities Australia have assessed the scheme and determined flow parameters for design of the WWTWparameters for design of the WWTW
Average daily inflow (design maximum, during holidays) 260 kL/d
Average daily inflow (design minimum, during winter) 220 kL/d
Peak factor 3.0x ?
Minimum Flow factor 0.25x
L th f P k 2 0 hLength of Peak 2.0 hours
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Example Package Plant (100 kL/d)
Image courtesy of UUA
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WRP concept
Water Recycling Plant (WRP) concept developed by Wayne Bagg of UUA consists of:consists of:
nlet works comprising fine screenings and grit removal
nflow balancing tank
Activated sludge reactor
External hollow‐ fibre ultrafiltration system
Di i f ti b lt i l t li ht i di ti d hl i ti ( 6 5 lDisinfection by ultraviolet light irradiation and chlorination (> 6.5 log removal of pathogens)
Continuous online monitoring of recycled water quality
Chemical dosing for alkalinity control and TP removal
Biofilter odour scrubber‐ all process units will be covered
Waste activated sludge dewatered for off site disposal
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Water Quality Targets‐ source Wayne Bagg UUA
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Example Non Potable Water System
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Conveyance Systems for Non Potable Water
Once treated in a treatment plant the non potable water needs to be returned topotable water needs to be returned to each of the houses for reuse in toilets and n gardens
P l “thi d i ” t dPurple “third pipe” systems are used
Australian standards are developed for these pipes
Commonly used in eastern states
All fittings and pipes are purple
Garden fittings and pipes are also purple
System would be owned and operated by a icensed provider (UUA)icensed provider (UUA)
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Non Potable Water System
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Non Potable Water System
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Non Potable Water System
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Non Potable Water System
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Non Potable Water System
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Non Potable Water System
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Non Potable Water System
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Pipe System layouts
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System OperationUnited Utilities Australia selected as preferred operator for the developersp
Same operator as proposed for Gracetown
Extensive discussions currently underway with UUA, Shire and developers
Agreements being drafted
Proposed that Shire would own the system and that UUA would operate system under an operating license from ERAsystem under an operating license from ERA
Business case and capital and operating cost assessments currently being finalised
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Staging StrategyInsufficient flows initially to commission treatment plant (30% load)
Release initial stages of lots (approx 2000 m2 each) with ATU’s and larger rainwater tanks (as initially no non potable supply to reduce demand)
When sufficient flows generated complete treatment plant and connect all houses to pressure sewer and non potable schemesall houses to pressure sewer and non potable schemes
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Lot Purchaser Guidelines
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WSUD
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Key Elements
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Environmental Issues
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Water Dependent Ecosystems
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1 in 1 year
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1 in 5 year
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Groundwater
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Subsoil System
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Erosion and Sediment Control
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Erosion and Sediment Control
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FutureWitchcliffe is breaking new ground‐ Redgate Estates are pioneering the way‐ Stage 1 commencing shortly
System proposed is new for WA‐ will be one of first implemented fully
Similar systems have been common in Eastern States for many years
h ll b h b h k f f d lThis system will be the benchmark for future developments in WA
Will aid in reducing demand on Water Resources into the future