Slope Stability Assessment

                   Text Figure 6: Looking west over existing shed (site of proposed stables)




Text Figure 7: Ground on southern edge of proposed stables (LHS) & proposed arena location, looking
                                            west (RHS)

2.3      Groundwater
No signs of groundwater seepage at the surface (‘springs’) were observed during our walk-over around
the proposed building sites, and groundwater strikes were apparently not encountered in the ASI ‘soil
test’ boreholes.

2.4      Surface Drainage
The site has a theoretical catchment extending upslope for about 150 m to the east of the buildings (the
gym) to a localised knob in the rounded spur.


13 February 2026
26020-001-Rev0                                                                                   6 of 13