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Is Forestry Really All Evil?

Denis Hocking's blog
Sunday, December 19, 2021

Opinion piece first published in Middle Districts Branch Newsletter October 2021 

The ongoing debate on the pros and cons of forestry, and particularly permanent carbon sink plantings, versus farming, continues, but I think there are several points missing in the debate. In particular I’m concerned that protagonists seem to miss the following points:

  1. Recent scientific assessments suggest that production forestry provides more effective greenhouse gas mitigation than permanent forest sinks.
  2. Production forestry has long been a much better export earner than sheep and beef farming.
  3. With new environmentally benign treatments dramatically improving durability and stability, future prospects for our mainstay, radiata pine, look very good.
  4. Forestry, be it production or permanent sink, need not be limited to pine, but there are always exotic species that out-perform any indigenous species.
  5. Good forestry is quite a labour intensive land use, but with seasonal flexibility.
  6. Forestry has less impact on water quality than any other commercial land use.
  7. Wood is providing industrial heat for an increasing number of factories.

I’ll start by stating that I am not a fan of carbon sink forestry, and although I collected, and still have, my pre-1990 NZUs, (carbon credits), allocation, I have not registered any of my 30ha. of post-89 plantations in the ETS. I grow trees primarily for wood, not carbon, though I have no problem with the new carbon regime based on averaging for production forestry.

However my interest was roused by a recent paper published in “Nature Communications”, which in turn follows on from earlier IPCC publications in 2007 and 2019, all suggesting that production forestry is more effective than permanent sinks at mitigating GHG emissions. To quote from the abstract of the “Nature” paper – “GHG mitigation from harvested stands typically surpasses unharvested stands. Commercial afforestation can deliver effective GHG mitigation that is robust to future decarbonisation pathways and wood uses”.

This probably won’t be the last word on the subject, but I think it should raise some questions about current Government policy. Should there be stronger incentives pushing towards production forestry. Worth noting that all the existing permanent sink, pine forests could still be turned into production forests.

If production forestry fits better with climate change policies, then let’s look at some of it’s other benefits. Firstly it is a more effective export earner than sheep and beef farming, with, on average, twice the export value per hectare per year. Or, to rephrase that, it earns 2/3 of the red meat and wool proceeds from 1/3 of the area. This is not a recent development dependant on the Chinese log market; the then Forest Service economist M.B. Granger made this claim in the 1960s.

At the farm level I have certainly found forestry much more profitable than sheep and beef as have many, though not all, others.
However I do have concerns about the present direction of forestry. Currently I believe we are far too dependent on the Chinese paying ridiculous money for low quality logs, but I also believe that if we get our act together with an emphasis on quality, there is a great future in the trees. As mentioned in point 3, there have been recent developments in softwood treatment including acetylation (think vinegar on steroids) and treatment with furfuryal alcohol, (a common by-product of cooking carbohydrates such as starch I might add). These produce Accoya wood and Kebony wood respectively, both very durable and extremely stable forms of environmentally benign softwoods. In Europe they are being used to displace tropical hardwoods. And the really good news is that our radiata pine is the best wood in the world for these treatments. But -- the processors only want knot-free, clearwood, i.e. wood from pruned trees. Both are currently major customers at NZ clearwood mills, helping to keep pruned log prices stable and above the export log roller coaster. Ironically the Kebony process is owned by Norwegians, who use their copious supplies of pine for their lower grades but seek out our clearwood for the top grades.

Closer to home there is Abodo wood, which uses thermal modification to achieve similar ends.

New Zealand has a long tradition of pruning its trees to produce clearwood and I fondly remember the pruned log premium we received in the 1990s. Subsequently the premium has fluctuated but now we have further evidence that pruning does give us a good competitive advantage. Traditionally we have been the world leaders in pruning, buoyed by some early visionaries, our short rotations and also the species we grow. However our biggest problem at the moment is our major corporates giving up on pruning – guided by short sighted accountants in a long term industry.

Put all this together and I suggest that we have a proven and very positive industry especially if we take these opportunities to get our timber onto the top shelf as we have, very successfully, with our meat industry. I see no reason why much, possibly most, of an expanded forestry industry shouldn’t be integrated with pastoral farming to everyone’s advantage. I don’t think the big problem will be loss of jobs and rural collapse; more likely another labour shortage. But then if all farm trainees were made familiar with planting spades, loppers and chainsaws they might find plenty of rewarding, seasonally flexible jobs on farms.

The views expressed here are my own and not necessarily those of the NZ Farm Forestry Assn.

Natural durability, accelerated framing tests and relative durability

Dean Satchell's blog
Sunday, August 22, 2021

The New Zealand Building Code offers three pathways for proving durability performance of materials under section B2/VM1 Durability Evaluation. These are History of Use, Similar Materials Tests and Laboratory Tests

Laboratory Tests can be used to study rate of decay for materials, but their perfomance must be assessed for "relevance to field and service conditions". Thus a correlation is required between accelerated laboratory "test" decay and rate of decay that occurs in service. On the other hand, Similar Materials Tests compare relative decay between two materials, the one being tested against the one with a proven performance. 

Below (Figure 1) are results from a Similar Materials Test undertaken by Scion. The controlled conditions provide an environment that enhances decay, to compare relative decay between species in an accelerated time frame. Absolute rate of decay is not important, what is important is whether the relative durability of the test material exceeds that for a "reference material", i.e. one with a proven level of performance.

What is important to understand is that the accelerated decay Similar Materials test in Figure 1 provides no data on rate of decay for framing in service:

Figure 1.
* Enclosed tank test results from Hedley et al. 2010.
^ Enclosed tank test from Hedley et al. 2009.

This test was designed to compare relative performance of materials, so was not a Laboratory Test under clause B2 of the building code, because there is no correlation with service conditions. That is, "proof of performance" does not take into account "relevance to field and service conditions". Rate of decay is only relative to another material, and there is no relationship with what occurs in service (i.e. absolute rate of decay). Indeed, the researcher who undertook the test above, Mick Hedley, stated that "while relative rates of decay in laboratory tests are reasonably easy to determine, absolute times under real-life conditions are considerably more difficult" (Hedley et al. 2010). 

Heartwood for larch, lusitanica cypress, macrocarpa and Lawson cypress are all naturally durable acceptable solutions for use as framing under NZS 3602:2003 Timber and Wood-based Products for Use in Building. They were included in the standard by virtue of their long History of Use as framing and well proven service performance without failure under framing exposure conditions. These are all therefore reference materials suitable for Similar Materials testing under clause B2/VM1 of the building code. Based on the results above (Figure 1) the relative performance of Douglas fir is slightly lower than for larch, so would fail the Similar Materials test with larch as the reference material.

What is also clear above is that the relative performance of radiata heartwood was very poor compared with larch heartwood. Consistently over the duration of the test, larch heartwood took four times longer to reach the level of decay attained by radiata heartwood. This framing test verified the poor performance from radiata heartwood relative to other species, vindicating its earlier removal from NZS 3602 in 2003 based on catastrophic failures in service, while larch was retained. To reiterate, this test (Figure 1) compared the relative durabilities of these "similar materials" and did not consider in-service (absolute) durability performance.

Only the Laboratory Test method can pass or fail a material based on absolute performance criteria (such as length of time and residual condition). Under building code clause B2/VM1, the Laboratory Test can verify durability performance by assessing the relevance of the test to field and service conditions. Laboratory tests would therefore need to correlate test decay with in-service decay, but this requires a performance threshold. Unfortunately, no performance threshold exists (e.g. "duration of wetness") in clause B2 of the building code for enclosed timber framing that gets wet and stays wet. The only benchmark we have is a minimum of 50 years in service for framing.

H1.2 framing and boron treatment

The level of boron (0.4% Boric Acid Equivalent BAE) required for H1.2 framing was set by the regulator in 2003 at double the level required to inhibit decay (Jeanette Drysdale, pers. comm). By default this is acknowledgement that boron treated timber has different degradation mechanisms to naturally durable timber and is therefore not a Similar Material under B2/VM1 Durability Evaluation. Indeed, the level of boron in H1.2 solid timber framing (0.4% BAE) was set without in-service performance data to support the prescribed level of preservative. Instead, sufficient redundancy was built in to ensure the treatment was reliable under service conditions where leaching might occur (the H1.2 hazard class).

Figure 2 shows accelerated relative decay between H1.2 and untreated radiata using the Scion Framing test. The H1.2 boron treated radiata pine had an initial concentration of >0.4% BAE.

Figure 2. Radiata pine accelerated decay test (Page et al. 2011). 

Ten years later the H1.2 boron treated timber was in good condition (over 8/10) while the untreated pine had completely decayed in 4 years under the warm, moist test conditions.

What this Scion "framing test" actually shows is that the method does not account for leaching. Indeed, the protocol only requires that samples "shall be periodically sprayed with water to maintain the wood moisture content at a level suitable for decay to progress" (AWPC 2015). Leach rate, although potentially the most important variable influencing rate of decay for boron-treated timber in service, is not controlled for under the Scion framing test. Yet boron preservative is higly mobile and leachable.

Boron will continue to preserve wood until the level is no longer sufficient (below 0.2% BAE). In the above example (Figure 2) decay does not occur for a considerable period of time, suggesting a very low leach rate. That's okay for comparing relative durability of materials that are indeed similar, such as boron treated poplar framing with a boron treated pine framing reference. But what about untreated timber?

Natural durability is not leached. In an enclosed framing environment where wood becomes wet and stays wet, naturally durable timber will not be subject to increased degradation while water infiltration continues. Once the wood reaches moisture saturation point, additional moisture has no effect on rate of decay. In contrast, boron will continue to leach with additional infiltration of water and the faster you leach boron from treated timber, the sooner it will decay. Leach rate would confound tests that attempt to compare boron-treated H1.2 framing timber with naturally durable timber. These are not Similar Materials because under B2 the materials have different "degradation mechanisms". 

Development of Laboratory Tests

The Scion Framing test, as a similar materials test, cannot be used for removing an existing acceptable solution from NZS 3602, because the listed species are the reference materials. These species therefore provide the Similar Materials test performance benchmark. In the absence of evidence clearly demonstrating premature decay in service, the only method available for determining suitability of current acceptable solutions for framing (cypress and larch heartwood) is the Laboratory Test.

For a Laboratory Test to be devised for enclosed framing, leach rate of boron (as a "degradation mechanism") would need to be quantified for field and service conditions so that H1.2 timber can be tested.

There are two important conditions that can induce leaching of boron from framing timber in service:

  1. Leaching under construction (exposed to weather). This has been studied and is fairly slow because timber dries out between wetting (rainfall) events.
  2. Leaching in service (leaks in the building). This has not been studied, but once enclosed framing becomes wet, it tends to stay wet. Wood that becomes wet and stays wet leaches readily - all that is required is a source of more water (such as a leak).

Yet surprisingly, I'm not aware of any in-service research undertaken by Scion to date to study durability performance of H1.2 boron-treated enclosed framing under different leach rates, despite water infiltration being the most important degradation mechanism. Indeed, laboratory test performance comparisons are neither practical nor possible until a "reasonable" in-service leach rate is settled on for a leak into enclosed framing. Research that quantifies in-service leach rates for enclosed framing according to rainfall and leak type is a crucial prerequisite for developing the laboratory test.

There are two other prerequisites for development of Laboratory Tests:

  1. Correlation of service decay with accelerated Test decay rate;
  2. Lastly and most importantly, Laboratory Test methods cannot be developed in the absence of a durability threshold for timber framing in service. Such a pass/fail threshold would require a duration of wetness (length of time) and the acceptable condition (a quantity) for the framing after that length of time. These would need to be defined by the regulator for timber framing. Duration of wetness is the time period it should reasonably take to find and remedy a leak. A line in the sand is required, one that deems that a leak can be remedied before the framing decays. This "durability threshold" would need to be set by the regulator before Laboratory Tests could be developed.


So do Laboratory Tests need to be developed? Growers need to be able to verify their species as having a proven level of durability for use as enclosed framing, a level that meets the requirements of New Zealand's performance-based building code. This can be achieved via Similar Materials tests. However, similar materials tests cannot be used for removing species that are already acceptable solutions, because reference materials cannot fail the test, they are the benchmark for the test.

So what is an acceptable level of durability for timber framing? Only the regulator can make that call. This puts the grower in a vulnerable position where the regulator might "change the rules" and shift the benchmark. I would suggest that test methods must be objective, equitable and stand the test of time. Growers deserve no less because it takes decades to grow trees and the investment in those trees is significant.



AWPC (2015) Protocols for assessment of wood preservatives. September 2015 Revision. Australasian Wood Preservation Committee.

Hedley, M. Page, D. van der Waals, J. (2009) A comparison of rates of decay and loss in stiffness of radiata pine and Douglas fir framing lumber. Scion.

Hedley, M. Page, D. van der Waals, J. (2010) Summary of Tests on Untreated Douglas-fir, Treated and Untreated Radiata pine for Use as Framing in Domestic Construction in New Zealand. Scion.

Page, D. van der Waals, J. Singh, T. (2011) Decay Resistance of Radiata Pine Framing The Condition of Test units after Ten Years Exposure. Scion.

Disclaimer: Personal views expressed in this blog are those of the writers and do not necessarily represent those of the NZ Farm Forestry Association.

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