What's being called a landmark settlement with the Earthquake Commission has been reached today, which may have far-reaching consequences for Canterbury home-owners.
EQC said it would provide the Ross family with a cash settlement by February 20, almost seven years to the day since the Christchurch earthquake. Now it's commissioning another rebuild estimate.
Today on the blog we’re talking about an exciting project that we’ve been involved with over the past few months. In 2013 the Ashburton District Council took over stewardship of the Ng King Brothers Chinese Market Garden Settlement on Allens … Continue reading →
Today on the blog we’re talking about an exciting project that we’ve been involved with over the past few months. In 2013 the Ashburton District Council took over stewardship of the Ng King Brothers Chinese Market Garden Settlement on Allens … Continue reading →
Nikki Ross is still waiting on an insurance settlement almost seven years after her family home was damaged in the February, 2011 Christchurch earthquake. Trish Keith from EQC says they're hoping to offer the family a settlement in the next three weeks.
The underlying geological issues hidden beneath Christchurch’s swampy plains meant that the city’s founders and their surveyors who chose this site for their planned city, knew nothing …
Today Dr Grant Morris talks to Jesse about the destruction of major settlements in New Zealand history. He's just returned from a trip to Christchurch where he saw a lot of what has been built since their devastating earthquakes and what still needs to be constructed. Today he looks back on two famous historic examples of New Zealand settlements that were partially destroyed by earthquakes.
Shows a fish wondering about the difference between an insurer delaying earthquake-damage settlements and a scavenging groper. Context: refers to the unacceptable and hugely damaging delays in the provision of earthquake damage settlements by insurance companies after the Christchurch earthquakes of 2010 and 2011. Quantity: 1 digital cartoon(s).
One of the two victims from Monday's earthquake lived in the remote alpine settlement of Mount Lyford in north Canterbury.
A Christchurch couple in a long running dispute over the insurance payout for their earthquake damaged home have reached an out-of-court settlement with Southern Response. The class action was brought on behalf of former AMI Insurance/Southern Response policyholders who believe the company misled them into settling their claims for less than their policies entitled them to. The lawyer for Brendan and Colleen Ross, Grant Cameron, talks to Max Towle about the settlement.
A landmark court settlement two months ago has led to a growing workload for the Earthquake Commission in Christchurch. Conan Young reports.
It is understood 26 Christchurch earthquake claimants who took class actiona against Southern Response are close to reaching an out of court settlement.
Photograph captioned by BeckerFraserPhotos, "Pasfield Home, 180 Kingsford Street, Horseshoe Lake. This family have reached settlement on their Horseshoe Lake home and purchased elsewhere".
A Tale of Convicts, Ship Wrecks, Strange Family Relations, and a £500 Bequest. Before the Canterbury Settlement was inaugurated, a young Australian lad landed at Port Cooper in the company of his f…
Earthquakes in Christchurch are not unusual events, we’ve been beset with them since European settlement began – and no doubt long before. What is most disturbing of all is that our Eur…
Since early European settlement, the caves that honeycombed the Port Hills, from Sumner to Lyttelton, have been used by all manner of loners, vagrants and deserters as places of escape or retreat O…
People have lived in the Christchurch area for at least 700 years, and one of the earliest large settlements was at Redcliffs – Raekura – where a wide variety of naturally occurring foods could be obtained. There were shellfish on … Continue reading →
On 4 September 2010, a magnitude Mw 7.1 earthquake struck the Canterbury region on the South Island of New Zealand. The epicentre of the earthquake was located in the Darfield area about 40 km west of the city of Christchurch. Extensive damage was inflicted to lifelines and residential houses due to widespread liquefaction and lateral spreading in areas close to major streams, rivers and wetlands throughout Christchurch and Kaiapoi. Unreinforced masonry buildings also suffered extensive damage throughout the region. Despite the severe damage to infrastructure and residential houses, fortunately, no deaths occurred and only two injuries were reported in this earthquake. From an engineering viewpoint, one may argue that the most significant aspects of the 2010 Darfield Earthquake were geotechnical in nature, with liquefaction and lateral spreading being the principal culprits for the inflicted damage. Following the earthquake, an intensive geotechnical reconnaissance was conducted to capture evidence and perishable data from this event. This paper summarizes the observations and preliminary findings from this early reconnaissance work.
Some of the most common archaeological finds related to the European settlement of New Zealand during 19th century are usually from residential occupation. Features like rubbish pits, underfloor deposits, wells (brick and artesian), cesspits, soak pits, post holes and drainage … Continue reading →
Working in archaeology here in New Zealand we most often encounter the material remains of Māori settlement and colonisation by the British Empire in the 19th century. Groups such as the New Zealand Company and the Canterbury Association laid out … Continue reading →
At the turn of the 20th century, Christchurch’s rubbish disposal underwent a fiery transformation. After 50 years of settlement, Christchurch was facing a rubbish crisis that was starting to get people worried. The council’s weekly kerbside rubbish collection service, which … Continue reading →
A video of an address by Keith Land, Head of Canterbury Land Settlement, EQC, at the 2015 Seismics and the City forum. This talk is about learning from complex claims and local knowledge.
A lawyer acting for Christchurch home-owners short changed in earthquake settlements says a new plan announced by the government is likely to run into trouble. Last year in a landmark case, the High Court found the government's claim settlement agency, Southern Response, misled and deceived Karl and Alison Dodds. It ordered the government to pay the couple nearly $180,000. The government has now set up a package for other Southern Response claimants who settled before October 2014. Its estimated about 3000 people will be eligible to benefit. But most of them are already taking part in a class action led by Brendan and Colleen Ross. Their lawyer Grant Cameron speaks to Corin Dann.
After 160 years of colonial settlement, Christchurch has recently experienced a sequence of devastating earthquakes and seen the need for a widespread de- and re-construction of the central city, as well as, many of the surrounding neighbourhoods and peri-urban satellite settlements. This paper will offer a view of the opportunities and restrictions to the post-earthquake re-development of Christchurch as informed by ‘growth machine’ theory. A case study investigating an illegal dump in central Christchurch will be used to assess the applicability of growth machine theory to the current disaster response.
This study analyses the Earthquake Commission’s (EQC) insurance claims database to investigate the influence of seismic intensity and property damage resulting from the Canterbury Earthquake Sequence (CES) on the repair costs and claim settlement duration for residential buildings. Firstly, the ratio of building repair cost to its replacement cost was expressed as a Building Loss Ratio (BLR), which was further extended to Regional Loss Ratio (RLR) for greater Christchurch by multiplying the average of all building loss ratios with the proportion of building stock that lodged an insurance claim. Secondly, the total time required to settle the claim and the time taken to complete each phase of the claim settlement process were obtained. Based on the database, the regional loss ratio for greater Christchurch for three events producing shakings of intensities 6, 7, and 8 on the modified Mercalli intensity scale were 0.013, 0.066, and 0.171, respectively. Furthermore, small (less than NZD15,000), medium (between NZD15,000 and NZD100,000), and large (more than NZD100,000) claims took 0.35-0.55, 1.95-2.45, and 3.35-3.85 years to settle regardless of the building’s construction period and earthquake intensities. The number of claims was also disaggregated by various building characteristics to evaluate their relative contribution to the damage and repair costs.
A legal settlement between the Earthquake Commission and a group of Canterbury homeowners over the standard of quake repairs, is being described as a milestone for house owners throughout the country. The Reserve Bank has left the cost of borrowing unchanged at a record low 2-point-25 percent, athough it is signalling further cuts remain on the cards.
As a consequence of the 2010 – 2011 Canterbury earthquake sequence, Christchurch experienced widespread liquefaction, vertical settlement and lateral spreading. These geological processes caused extensive damage to both housing and infrastructure, and increased the need for geotechnical investigation substantially. Cone Penetration Testing (CPT) has become the most common method for liquefaction assessment in Christchurch, and issues have been identified with the soil behaviour type, liquefaction potential and vertical settlement estimates, particularly in the north-western suburbs of Christchurch where soils consist mostly of silts, clayey silts and silty clays. The CPT soil behaviour type often appears to over-estimate the fines content within a soil, while the liquefaction potential and vertical settlement are often calculated higher than those measured after the Canterbury earthquake sequence. To investigate these issues, laboratory work was carried out on three adjacent CPT/borehole pairs from the Groynes Park subdivision in northern Christchurch. Boreholes were logged according to NZGS standards, separated into stratigraphic layers, and laboratory tests were conducted on representative samples. Comparison of these results with the CPT soil behaviour types provided valuable information, where 62% of soils on average were specified by the CPT at the Groynes Park subdivision as finer than what was actually present, 20% of soils on average were specified as coarser than what was actually present, and only 18% of soils on average were correctly classified by the CPT. Hence the CPT soil behaviour type is not accurately describing the stratigraphic profile at the Groynes Park subdivision, and it is understood that this is also the case in much of northwest Christchurch where similar soils are found. The computer software CLiq, by GeoLogismiki, uses assessment parameter constants which are able to be adjusted with each CPT file, in an attempt to make each more accurate. These parameter changes can in some cases substantially alter the results for liquefaction analysis. The sensitivity of the overall assessment method, raising and lowering the water table, lowering the soil behaviour type index, Ic, liquefaction cutoff value, the layer detection option, and the weighting factor option, were analysed by comparison with a set of ‘base settings’. The investigation confirmed that liquefaction analysis results can be very sensitive to the parameters selected, and demonstrated the dependency of the soil behaviour type on the soil behaviour type index, as the tested assessment parameters made very little to no changes to the soil behaviour type plots. The soil behaviour type index, Ic, developed by Robertson and Wride (1998) has been used to define a soil’s behaviour type, which is defined according to a set of numerical boundaries. In addition to this, the liquefaction cutoff point is defined as Ic > 2.6, whereby it is assumed that any soils with an Ic value above this will not liquefy due to clay-like tendencies (Robertson and Wride, 1998). The method has been identified in this thesis as being potentially unsuitable for some areas of Christchurch as it was developed for mostly sandy soils. An alternative methodology involving adjustment of the Robertson and Wride (1998) soil behaviour type boundaries is proposed as follows: Ic < 1.31 – Gravelly sand to dense sand 1.31 < Ic < 1.90 – Sands: clean sand to silty sand 1.90 < Ic < 2.50 – Sand mixtures: silty sand to sandy silt 2.50 < Ic < 3.20 – Silt mixtures: clayey silt to silty clay 3.20 < Ic < 3.60 – Clays: silty clay to clay Ic > 3.60 – Organics soils: peats. When the soil behaviour type boundary changes were applied to 15 test sites throughout Christchurch, 67% showed an improved change of soil behaviour type, while the remaining 33% remained unchanged, because they consisted almost entirely of sand. Within these boundary changes, the liquefaction cutoff point was moved from Ic > 2.6 to Ic > 2.5 and altered the liquefaction potential and vertical settlement to more realistic ii values. This confirmed that the overall soil behaviour type boundary changes appear to solve both the soil behaviour type issues and reduce the overestimation of liquefaction potential and vertical settlement. This thesis acts as a starting point towards researching the issues discussed. In particular, future work which would be useful includes investigation of the CLiq assessment parameter adjustments, and those which would be most suitable for use in clay-rich soils such as those in Christchurch. In particular consideration of how the water table can be better assessed when perched layers of water exist, with the limitation that only one elevation can be entered into CLiq. Additionally, a useful investigation would be a comparison of the known liquefaction and settlements from the Canterbury earthquake sequence with the liquefaction and settlement potentials calculated in CLiq for equivalent shaking conditions. This would enable the difference between the two to be accurately defined, and a suitable adjustment applied. Finally, inconsistencies between the Laser-Sizer and Hydrometer should be investigated, as the Laser-Sizer under-estimated the fines content by up to one third of the Hydrometer values.
One portrait colour digital photograph taken on 25 February 2011 showing damage to the Old Post Office Building on the Corner of Norwich Quay and Oxford Street. Architect The archaeological investigation of the site of the old Lyttelton Post Office uncovered evidence of Maori settlement in the area including a midden, fire places and an adze. Th...
The Earthquake Commission has settled with a Christchurch homeowner, just days before their test case was due to be heard at the High Court. Jamie Gibling used his KiwiSaver to buy his first family home in New Brighton after the quakes, believing it had been properly repaired. He later learned the repairs were botched and would cost $300,000 to fix. His "onsold" test case was supposed to be heard on Monday to clarify who was liable. But today EQC announced it had reached a settlement with the family and that agreement would provide a framework for the 54 other claimants also with Shine Lawyers. Finance and EQC Minister Grant Robertson last week announced an "onsold" settlement kitty of $300 million for the next 12 months but legal experts working with claimants have told Checkpoint it could cost taxpayers much much more. EQC's Deputy Chief Executive is Renee Walker. On Thursday she came into the studio and Lisa Owen asked her if the Giblings got what they asked for and if the 54 others who signed up to the class action would get the same.
A Christchurch man with terminal cancer is using his final days to battle his insurance company, a decade on from the deadly earthquakes. Brian Shaw owns an apartment that's in a block of 11. They were all damaged in 2011. Shaw is a building consent officer. He says getting technical reports and chasing a settlement with insurer Vero has already cost the unit owners about $400,000, and they still have not even made it to court. On Friday morning he will be protesting outside Vero's Christchurch office, along with other unhappy customers.