Reference Document - Slope Stability Certification Report (As Published) · MCU25/0022

                 5       ENCOUNTERED GROUND CONDITIONS
                 The two boreholes drilled at the shed location contained in Appendix B generally revealed the
                 following ground profile:


                               Borehole          Silty CLAY    Shale Stone         DCP Refusal
                            Log of Visible          0.0-0.3m   0.3-1.5m+                 -
                               Cutting
                                       2            0.0-0.3m   0.3-0.5m+                0.8
                                       3            0.0-0.4m   0.4- 0.5m+               0.8
                                       4            0.0-0.5m   0.5-0.6m+                 -


                 Silty CLAY, medium to high plasticity, brown, some fine gravel/sand and some organics
                 present moist, soft to firm (CI-CH)
                 SHALE STONE, fractured, light red/brown, quartz present, moist, weak.


                 Groundwater was not encountered.




               193 Sankeys Rd Slope Stability Certification
                                                                                                July 2023
                                                               7
Document Set ID: 24390814
                  23591413
Version: 1, Version Date: 18/12/2025
                          28/02/2025