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1
Dudley, Cath
From:
Balmer, Chris
Sent:
09 March 2022 12:26
To:
Dudley, Cath
Subject:
FW: I am sharing '22-02-18 The End Cafe, Laxey - Initial Scheme Design Report SDI'
with you
Attachments:
22-02-18 The End Cafe, Laxey - Initial Scheme Design Report SDI.pdf
Part 2 of 2
Kind Regards
Chris
Any views expressed in this email are those of the officer only and are without prejudice to any formal decision made
under the provisions of the Town and Country Planning Act 1999 and any relevant secondary legislation.
Please be aware that should the content of this email be materially relevant to a planning application, its content may
be published as detail relevant to the formal assessment of the application. Publication will include availability via online
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From:
Sent: 18 February 2022 16:51
To: Balmer, Chris [email protected]
Subject: I am sharing '22-02-18 The End Cafe, Laxey - Initial Scheme Design Report SDI' with you
Caution: This email is from an external sender. Please take care before opening any attachments or
following any links.
Hi Chris,
Please read attached 'share file'.
I hope this fulfils Condition number 2?
May I thank you for your help and continued support.
Best wishes
Debbie Forster
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GroundSolve Ltd
Consulting Geotechnical, Engineering Geology and Environmental Engineers.
GroundSolve Ltd
Registered Office: Unit 1 Charter Court, Well House Barns, Chester Road, Bretton, Flintshire CH4 0DH
Company Registration Number: 512948
Unit 1 Charter Court,
Well House Barns,
Chester Road, Bretton,
Flintshire, CH4 0DH
Tel: 01244 661361
Mob: 07944 128137
Email: [email protected]
REF: 2680/ECL/LetRep/sdi
Debbie Forster
By email –
18th February 2022
Dear Debbie,
RE: PROPOSED LANDSLIP CATCHFENCE, THE OLD END CAFÉ, LAXEY
Further to our previous letter report detailing the stability of the existing slope and potential
remedial options for the proposed development, we understand that the catchfence option is the
preferred solution for the development.
The rock cut itself is unlikely to require significant stabilisation, and therefore rock
anchoring/bolting on a 1.5m x 1.5m grid, adopting 2m long anchors, is considered a reasonable
allowance. If the face is reinspected once the cut is made, this requirement can be reviewed and
amended or omitted as required.
The enclosed figures show the indicative general arrangement of the proposed catchfence and rock
bolts, together with the proposed extent of the works. It is also apparent that most of the proposed
cut to form the development area will be into rock.
The proposed catchfence would be installed into the bedrock at the top of the proposed cut, to
protect the development against future failures in the shallow soils overlying the rock.
It is important that the fence extends the full length of the proposed development to ensure that all
areas will be suitably protected. The fence may, however, be staggered to suit the site boundary and
individual property layouts.
A typical detail of the proposed solution is also presented below:
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FIGURES
