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Hi Adam and all,
 
Is this another conservative element built in to CLEA? or does this mean
that we should all be insisting on a minimum cover depth of 1.15m where
SGVs are exceeded?  
 
If it is the latter, this places a heavy cost burden on development and
even more a hit on sustainability (final finished levels through
planning could lead to more going to landfill, never mind trying to
source clean soils). 
 
I think we need a few more tools in the kit bag to answer to marginal
contamination typically encountered or the majority of sites, the key
one being bioavailability for a range of common contaminants (inc PAHs).
 
Regards
 
John

	-----Original Message-----
	From: Adam Czarnecki [mailto:[log in to unmask]] 
	Sent: 07 August 2007 10:50
	To: Naylor, John; [log in to unmask]
	Subject: RE: Clean Cover Validation
	
	

	It may be worth pointing out that CLEA UK model defaults to an
assessment of the source at a depth of 1.15m.

	 

	Adam

	 

	 

	 

	--

	Adam Czarnecki

	Head of GeoEnvironmental Division
	Clancy Consulting Ltd.
	Dunham Court
	2, Dunham Road
	Altrincham
	Cheshire
	WA14 4NX
	
	Tel: 0161 613 6000
	Fax: 0161 613 6099
	
	Clancy Consulting Ltd.
	Registered Office: 2 Dunham Road, Altrincham, Cheshire, WA14 4NX
	Registered in England No: 3693529
	
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	Please visit our website at www.clancy.co.uk

	 

	
________________________________


	From: Contaminated Land Management Discussion List
[mailto:[log in to unmask]] On Behalf Of
Naylor, John
	Sent: 07 August 2007 10:27
	To: [log in to unmask]
	Subject: Re: Clean Cover Validation

	 

	A little late with the response on cover systems (sorry),
however, our standard approach in Bury is as follows: 

	All cover systems should be based on the site specifics, so the
depth and requirement for capillary breaks etc will be considered.  For
simple cover systems in private residential gardens with plant uptake,
we generally require a minimum 600mm of cover with a physical/marker
break layer at the base.  The principle reasons for this is two fold.
The first is that the root systems for grasses and shrubs is typically
up to 600mm and for those that exceed this the break layer should act as
a barrier.  Secondly, most people will not dig deeper than 600mm in
typical gardening activities and also the break/marker layer should act
as a reminder to the resident (where told by responsible developers!)
not to go deeper or at least get them wondering why its there and check.
This does not cover all eventualities and we see it more as best
practice rather than 'belt and braces'.

	For managed areas (landscaping etc) we require a minimum of
300mm cover and break layer.  Where trees/shrubs are to be planted we
also recommend deeper cover and/or tree pits of a size required by the
tree type.  

	As for validation we recommend the following (which although is
greater that other posts, when you consider how much topsoil is actually
placed 'thinly' across gardens it works out around 1 sample per garden
or less, dependant on how pokey the gardens are!):

	Any soils being brought onto site for use in gardens or soft
landscaping areas will require validatory testing to be carried out to
ensure suitability.  We recommend that an appropriate testing regime of
these materials is carried out and should include heavy metals,
speciated PAH and other tests dependant on the source of the soil
material (such as asbestos screen).  The selected testing regime and
screening values used for assessing the results shall require approval
from this Section.   An appropriate frequency of testing should be
carried out to give statistical confidence of the validation results.
For garden areas we generally accept a topsoil sample frequency of 1 per
50 cubic metres and a subsoil sample frequency of 1 per 200 cubic metres
or a minimum of 3 samples per soil type to give statistical confidence,
which ever is the greatest.  For landscaped areas we generally accept a
topsoil sample frequency of 1 per 200 cubic metres and a subsoil sample
frequency of 1 per 250 cubic metres or a minimum of 3 samples per soil
type to give statistical confidence, which ever is the greatest.

	The topsoil should also conform to BS3882 Specification for
topsoil and the source recorded.

	The final thing we ask developers to do is to record the
'protection measures' placed at the property in the seller pack / lease
agreement.  This is particularly useful when Mr & Mrs Jones decide they
want a lovely new conservatory (falls under to scope of development
control) and hopefully then don't end up with contaminated soils spread
around their garden from the foundation excavations!

	Hope this helps, although clearly discrepancies between
different Authorities - sorry consultants/developers! 

	Regards, 
	John Naylor 
	Senior Environmental Protection Officer 
	Bury M.B.C. 

	*: 0161 253 6392 
	*: 0161 253 5563 
	*: [log in to unmask] 
	* Environmental Services, Textile Hall, Manchester 
	      Road, Bury BL9 0DG 
	*     www.bury.gov.uk <file:///\\www.bury.gov.uk>  

	
	
	
	

	-----Original Message----- 
	From: Contaminated Land Management Discussion List
[mailto:[log in to unmask]
<mailto:[log in to unmask]> ] On Behalf Of
Gareth Rees

	Sent: 01 August 2007 13:05 
	To: [log in to unmask] 
	Subject: Re: Clean Cover Validation 

	 

	hi 
	  
	For gardens with vegetable uptake I generally ask for 600mm of
clean material as this means the root zone for most plants is covered
thereby breaking the vegetable uptake pathway

	
	For properties without the vegetable uptake pathway I ask for a
cover layer in accordance with BRE 465 COVER SYSTEMS FOR LAND
REGENERATION

	
	As for sampling with reguards to validating the imported
material is clean I ask for 1 test for every 500m3 of imported material

	
	Gareth Rees 
	Contaminated Land Officer, 
	Harborough District Council, 
	  
	Tel: 01858 821174 
	  
	-----Original Message----- 
	From: Contaminated Land Management Discussion List
[mailto:[log in to unmask]
<mailto:[log in to unmask]> ] On Behalf Of Mark
A J Edwards

	Sent: 01 August 2007 12:20 
	To: [log in to unmask] 
	Subject: Clean Cover Validation 
	  
	All, 
	  
	I am attempting to develop a consistent approach for developers
with 
	respect to the thickness of clean cover for contaminated land
and the 
	sampling frequency for validation/verification purposes.
Any/all 
	contributions gratefully received. 
	  
	thanks 

	 

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