Westfield St Lukes Plan Change. STEPS (St Lukes Environmental Protection Society Inc) Elizabeth Walker Presentation to St Lukes Hearings 22 June 2010

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Transcription:

Westfield St Lukes Plan Change STEPS (St Lukes Environmental Protection Society Inc) Elizabeth Walker Presentation to St Lukes Hearings 22 June 2010

Agenda STEPS Introduction Westfield and Meola Creek Location District Plan and Natural Volcanic Environment Lava Rock Forest Gribblehurst Park Meola Creek Westfield Plan Change, Stormwater and Waste water Comment on Expert reviews

Meola Creek Location Flows on edge of lava flow from 3 Kings Drains into Waitemata Harbour - feeds protected Meola Reef Westfield St Lukes Owairaka Mt Albert Volcano

Meola Catchment 3 Volcanic cones, springs and large aquifer Feeds protected Meola Reef Largest catchment on isthmus; 5% pasture, 1% forest 45% urban residential and 47% permeable Westfield St Lukes Combined sewers in pink Owairaka Mt Albert Maungawhau Mt Eden Three Kings

Western Springs/ Three Kings/ Meola Aquifer X X Westfield location approx 3d Hydrogeological Model of the Western Springs Aquifer (Viljevac 1998 Figure 2.12). References: Clarke, C, Roy Clements Treeway Boardwalk Urban stream management http://www.nzsses.auckland.ac.nz/conference/2008/papers/clarke.pdf p6 Viljevac, Zeljko, 1998: Western Springs Aquifer Hydrogeological Characteristics and Computer Model. The University of Auckland.

Cabbage Tree Swamp John Backhouse, 1880s Alexander Turnbull Library

Westfield St Lukes Location 400 m from upper Meola Creek 4 km from Waitemata Harbour At confluence of 3 lava flows On a lava field in an active volcanic zone geologically young On the edge of Pacific plate Fragile and rare basaltic volcanic landscape

St Lukes area and District Plan Auckland City (AC) District Plan (DP) Annexure 2, p3 and Appendix 3C show the following significant natural features which directly relate to the Upper Meola Creek: Ecological Area Lava Flow Forest - Gribblehurst Park Volcanic Landform - Owairaka, Mt Albert approx 200 meters West and surrounding district ie on site at Westfield; Three Kings approx 3km South East Aquifer Underlying Meola Catchment and Western Springs, Three Kings. [It is sometimes called Meola Catchment aquifer, Western Springs Aquifer or Three Kings aquifer.] Ecological Area - Western Springs 2km north and a part of the Meola Catchment aquifer Significant Stream Channel Meola Creek (one of only 5 publicly owned water courses in Auckland City) Ecological Area Te Tokaroa Meola Reef

St Lukes area and District Plan In Part 5A Natural Resources, the DP lays out how important each of these elements is. These and a few other particular environmental elements can and must be maintained and where practicable enhanced (p4). The DP also states the principal goal of the Resource Management Act, sustainable resource management will be achieved by adopting strategies to address natural environment issues. The DP states (Part 5A p 4) notes that a combined foulwater/ stormwater sewer system serves approximately 16% of Auckland city s area. [From STEPS understanding and evidence, sewers in Meola catchment constitute a large part of this] The DP also states (Part 5A p 8) that mechanisms to recognise and enhance the qualities of water resources include: Development is limited in those areas with a significant drainage problem until it is remedied. Consideration of sustainable recharge of aquifers when considering relaxation of the site coverage controls

Meola Creek 10 December 05

Planting Meola Creek STEPS together with Metrowater, planted Meola Creek banks with about 1000 native plants in 2007 to shade and cool the creek

Te Tokaroa Meola Reef

Some References Auckland City Drainage System Resource Consents, Assessments of Environmental Effects, March 2001 Auckland City s Draft Long-term Plan 2006-2016 Meola Integrated Catchment Management Project. Phase 2 Report - Remedial Options (Sinclair Knight Mertz 2002) Watercare Detailed Annual Sustainable Development Report 2001 Sewer Separation pamphlet (Metrowater) Wastewater Asset Management Plan 2002-3; and 2004-5 These are excellent reports containing solutions.

Meola Creek ICS Findings (2002) Level of service of combined sewer/ stormwater well below design standards of Auckland City and Metrowater 50% cannot handle 1 in 3 year storm flow Discharge from waste overflows was 34% of total Meola creek volume in 1992 Haverstock Rd and Lyon Ave (WCS overflows) worst make up 90% of total flows in upper creek High bacterial levels. NZ Guidelines for body contact exceeded in vicinity of MAG school Ecological health of catchment and Meola Bay depends on health of upstream catchment Upper catchment most degraded so most responsive to enhancement activities

Watercare Combined Sewer overflows by Volume (2001) Hobson Bay Newmarket Orakei Stanley St CBD Coxs Creek Freemans Bay Herne Bay Meola Creek Mt Albert St Lukes Pasadena Oakley Creek Western Springs Zoo Meola, Mt Albert, St Lukes 56% Pasadena, Oakley Western Springs and Zoo 28%

Kerr Taylor Reserve location Megacentr e Borders 2 schools Kerr Taylor Reserve Kerr Taylor Meola Creek source Owairaka Mt Albert

Westfield St Lukes Kerr Taylor Reserve Roy Clements Treeway Lyon Ave Overflow Upper Meola Creek Between Westfield St Lukes Mall and DSIR on foothills of Owairaka/ Mt Albert 96 Haverstock Rd Overflow Buried / piped creek Mt Albert Grammar School Te Kura Kaupapa Maori o Nga Maungarongo Plant and Food (ex DSIR) Note several more high density St Lukes developments Environmental have been built Protection after this photo Society (STEPS)

Wetland and Springs Roy Clements Treeway 2008 prior to wetland plantings 9-10 May 2009 and 20 June 2010

Meola Creek

STEPS MAGS Wetland 20 June 10

New Wetland with clear springs 20 June 10

Wetland in flood 1 June 2010

Meola Creek Lyon Ave Outfall

Lyon Ave outfall Lyon Ave WCS sewer outfall under St Lukes Megacentre is normally dry

Lyon Ave WCS Outfall Normal spillway though grid now covered by black curtain

Meola Creek 1 October 2006 Flood Lyon Ave WCS Outflow under St Lukes Megacentre is normally dry (KW)

Meola Creek near St Lukes Westfield 1 October 2006 Flood. Lyon Ave WCS sewer outfall. Expert information says there is sufficient sewer capacity but which sewer?

Meola Creek 1 October 2006 Flood Flooding over Mt Albert Grammar School Fields KW)

Meola Creek 1 October 2006 Flood View near Lyon Ave Grounds of Mt Albert Grammar School bacterial count exceeds NZ guidelines for body contact

Meola Creek 1 October 2006 Flood View to north (Lyon Ave and SLGA at back)

Normal overflow Lyon Ave December 2009 View to north (Lyon Ave and SLGA at back)

New plantings by boardwalk Normal Overflow February 2009 Down stream from Lyon Ave

Meola Creek boardwalk and planting Looking west from Lyon Ave 16 May 2010

Overloaded sewerage 1 June 2010 View to north (Lyon Ave and SLGA at back) First record of flooded boardwalk

Overflows Lyon Ave 1 June 2010 View to south from Lyon Ave

Future Westfield Plan Change

St Lukes Plan Change Nearly 37% larger footprint Stormwater increases by 10-20 times from 46 Litres/ sec now to 500 (10 year event) or 890 (100 year event) Water usage peak and average flows about 5 times higher Waste water peak flows about 8 times higher Drainage of existing car park area does not meet standards

St Lukes Westfield Demand Westfield St Lukes Plan Change Application Tonkin and Taylor Reports 18 Nov 2008 & March 2009 p1620 Water Demand Average daily (m3/day) Peak (l/sec) 5.1 Pre Dev residential 20.8 1.2 Post Dev resid plus SL expanded 113 6.5 p1615 Stormwater Average daily (m3/day) Peak (l/sec) 3.1 Existing North carpark? 46 Post Dev - design 1 in 10 3.2 year event? 500 Additional requirement 454 Post Dev - design 1 in 2 year event 340 Post Dev - design 1 in 100 year event 890 Water 5-6 fold increase Stormwater 10-20 fold increase

St Lukes Westfield Demand Westfield St Lukes Plan Change Application Tonkin and Taylor Reports 18 Nov 2008 & March 2009 p1618 Waste Water Average daily (m3/day) Peak (l/sec) 4.1 Pre Dev residential 15.6 0.9 Post Dev resid plus SL expanded (MW Manual) 94.9 5.7 p 1646 2a) Revised post dev expanded 130 INCREASE est 123 7.1 p1646 Westfield Existing Actual Wastewater (m3/day) Olympic pools/ yr cu m/ year 2006 172 62,780 25 2007 117 42,705 17 2008 123 44,895 18 Double volume of waste water every day. 8 fold increase at peak 2,500 cu m =1 Olympic pool 1,000,000 400 Auckland Waterways Issue 7 Aug 2006

Waste water and Storm Water Flows 1.8 We submit that proposed changes by the company will have a detrimental impact on the already fragile nature of the upper reaches of the Meola Creek, and on Waitemata Harbour. In particular, reduction in permeable areas (both landscaped and unbuilt areas); and the addition of more households adjacent to the creek will have an impact on Meola Creek, Meola Reef and Waitemata Harbour. The impacts would come from: A five fold increase in sewage from the occupants of new residential units near to the creek, placing further pressure on the outdated sewerage system, and discharging additional raw sewage into Meola Creek in overflow situations. A 10 fold increase in stormwater runoff because of reduced permeable surface Note that Westfield now estimates an 8 fold increase in waste water at peak times (see prior slide).

The Sewer is Full 1.6 Meola Creek is already overallocated. Westfield St Lukes cannot provide any more waste water or sewage flows and in fact should reduce them significantly. How can approval be granted to discharge five times what they already discharge into a sewerage system which is already seriously short of capacity?

St Lukes Westfield Plan Change Westfield plan change; Watercare once again state there is adequate capacity in the sewer but which sewer? The sewer is full! All additional Westfield waste water will add to peak overflows in Meola Creek at Lyon Ave.

Key Points re Westfield Infrastructure is required before development We do not know that the new interceptor will be built by 2018-19 (though we hope it will it cannot be assumed) Water retention on site not just slowing the flow but using it and providing amenity value

Westfield Forecasts Variable Uncertainty and variability are inherent in relation to future overflows Past Examples: Westfield past record in planning for stormwater: "existing northern carpark was constructed in 2003 and appears to have inadequate stormwater disposal capacity." Waste water estimates by Tonkin &Taylor/ Westfield rose by nearly 40% from 95 to 130 cu m /day between December 08 and March 09

Meola Creek Overflows Lyon Ave Are there 80 per year - or only 42 as cited by Westfield/ Watercare Services? Report Meola Integrated Catchment Management Project. Phase 2 Report - Remedial Options Author Sinclair Knight Merz Note: 2,500 cu m =1 Olympic pool Page 7 1,000,000 400 Overflow location Volume of Overflow (cu m / year) Overflow owner No overflows over 10 cu m % of total overflow volume # pools 96 Haverstock (1) 388,107 Watercare 90 25% 155 96 Haverstock (1) 333,860 Watercare 137 22% 134 Lyon Ave 207,848 Watercare 80 14% 83 Watercare Detailed Annual Sustainable Development Report 2001 Note: 1,000,000 400 Table 10 Combined Sewer overflows Annual Overflow structure Volume of Overflow max oflow (cu m/s) No % of total # olympic (branch, manhole) Location (cu m / year) (above 0.5) overflows per year overflow volume pools per year 8-31 Mt Albert 269,661 3.37 56 29% 107.9 Edendale 01 St Lukes 110,987 3.42 42 12% 44.4 (Appendices A6 and B2 of STEPS submission)

Stormwater Soakage estimates Note Expert report re need to measure each borehole re soakage capacity P627 T&T s 3 new test drillholes put down to test soakage rates -observed variable rates from 10 l/sec to 58 l/sec; average 39 l/sec; needing 35 soakholes for option 1 If true average were 20 l/sec would need approx 70 soak holes so feasibility of being able to secure adequate soakage is uncertain

Cumulative effects waste and storm water The RMA allows for consideration of cumulative effects How many less than minor effects does it take to create an overflow? Is 2.2% enough to make a difference to the peak flow? Is 3% enough to make a difference to the waste water concentration? [refer Westfield C Chrissafis p9 4.22, 4.23] 3%*33=99%- so 33 <minor effects could double the waste water? (I have personally sat through 5 hearings in Meola Catchment over the last 4 years )

Opportunities for Westfield Unique Lava rock forest on Westfield s own site, Gribblehurst Park Cabbage tree swamp, and Meola Creek Roy Clements treeway Old quarry as a soakage area visual and aesthetic appeal can be enhanced and made into a community asset

Conclusions Meola Lyon Ave sewage overflows are currently unacceptable All Westfield waste water at peak will add to overflows, and as such provide significant adverse effects Given the lack of waste water infrastructure and the uncertainty around Westfield s estimates, STEPS does not see how this plan change meets the DP where Development is limited in those areas with a significant drainage problem until it is remedied.

Invitation Site visit we invite Commissioners to Lyon Ave and Roy Clements tree way We already invited Mr Drew and Westfield

Background

St Lukes Environmental Protection Society (STEPS) Incorporated 2005 28 members and 47+ registered supporters Focus on St Lukes area Notes: St Lukes already has many residential developments under way and just completed

STEPS Aims 1. To enhance and improve the Kerr Taylor Reserve as an open space for use by the people of the St Lukes-Mt Albert area, through working with the Community Board, the Auckland City Council, schools and other groups. 2. To see the quality of the water in Meola Creek improved, and the public health, environmental and cultural values increased, through working to ensure that the Auckland City Council, Watercare Services and Metrowater improve the water quality and upgrade inadequate drainage and sewerage systems. 3. To maintain or expand the extent of the existing open spaces and walkways in the St Lukes area, through working St Lukes with Environmental all groups Protection Society who (STEPS) have an

Kerr Taylor Reserve Future Vision 2+ Hectares of open space with trees and fresh water enhanced environmental values (Native NZ vegetation, wildlife including the pukekos and ducks, eels in stream), and restored wetland A clean, rehabilitated Meola Creek links to Chamberlain Park, Pt Chev before entering Auckland Harbour at protected Te Tokaroa Meola Reef Partnerships between the residents, local schools (eg MAGS, Te Kura Kaupapa Maori o Nga Maungarongo), local businesses and other local groups Maintained or extended reserve and walkways linking the St Lukes Megacentre, Alberton Ave, the MAGS school farm, Hampstead Rd and Fergusson Ave All for use by the present and expanding future local communities of St Lukes, Sandringham and Mt Albert

AC Metrowater report (2001) reserves [bounding streams] are valuable public amenities. Furthermore the availability of this public land adjacent to stream channels offers the potential to further rehabilitate the streams and so increase their public value biological value of many Auckland streams was low reflecting poor habitat and poor water quality concrete channels surrounded by riparian vegetation dominated by short grass. These sites represent the extreme engineering solution to managing urban runoff and have resulted in streams that serve only as drains. Such streams have little or no biological value. Note: Metrowater is 100% owned by Auckland City Council

Futures Rewater Upper Meola Creek Need funded plans to stop overflows through the creek (ACC, WCS and Metrowater) Sewer separation Meola should be next Upgrade by Waterare Services Protect creek Catchment Management Plan for Meola Creek How to protect Meola and other creeks in the District plan?