Problem complying with apn12

Patio flagstones (slabs), concrete flags, stone flags including yorkstone and imported flagstones.
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roythegrass
Posts: 3
Joined: Tue Jul 05, 2016 9:54 pm
Location: Bexhill-on-Sea

Post: # 113535Post roythegrass

I am laying a patio partially within the RPA of a TPO tree (upon application the LA didn’t want to know!)
In compliance with Arboricultural Practice Note 12 (APN12) and BS5837 the layers are as follows,
starting from the ground up:
Ground
Geo textile
Geocell (or similar) cellular root protection system in filled with aggregate.
Geo textile
Sharpe sand.
Pavers.
The infill for the Geocell is specified as angular sub base aggregate. However angular aggregate has sharp edges which could puncture the overlaying Geo textile thereby allowing the sand to wash through. How can this be resolved? Two layers of Geo textile?
Any advice would be much appreciated.

Roy
Roy

seanandruby
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Joined: Mon Jun 26, 2006 11:01 am
Location: eastbourne

Post: # 113536Post seanandruby

Think this is one for the soft lanscapers. But if i would say if that is what they want to comply, then i would go with their advice, must be a sound reasoning behind it. I wouldn't worry about piercing the liner it is tough gear and sand loss would be minimal.
sean

Tony McC
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Joined: Mon Jul 05, 2004 7:27 pm
Location: Warrington, People's Republic of South Lancashire
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Post: # 113552Post Tony McC

If you have the correct grade of geo-textile, its puncture resistance should be more than adequate for coping with a Type 3 sub-base aggregate.

Further, there are geo-cell systems that have a geo-textile bonded to the base and the best of these are rated syitable for use with a Type 3 agg.

Pitifully sparse specification for the actual paving layers. "Sharp Sand" is not sufficiently specific for such an allegedly detailed document, and then to have simple "Pavers" with no mention of joint width, jointing medium or permeability coefficient is pretty bloody shoddy, IMO.
Site Agent - Pavingexpert

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