Appendix G - Geotechnical Report

      Proposed Driveway Borehole
      (This borehole does not form part of the Site Classification Report)

BH 6                 Soil Description           DCP
0        SILTY CLAY (CI) – Medium plasticity,
         brown, dry, stiff.
100                                             3
200                                             4
300                                             5
400                                             4
500                                             4
600                                             5
700      EXTREMELY WEATHERED MATERIAL 5
         SILTY CLAY (CI) – Medium plasticity,
         pale brown, dry, stiff-very stiff.
800                                             5
900                                             8
1000                                            4
1100                                            11
1200                                            10
1300     DISTINCTLY WEATHERED PHYLLITE          18
         (DW) – pale brown, dry, very low
         strength rock.
1400
1500
1600
1700
1800
1900
2000
2100     DISTINCTLY WEATHERED PHYLLITE
         (DW) – pale brown, dry, low strength
         rock.
2200
2300
2400
2500     Auger Refusal