response to information request Martins Rd

   2. Please submit a plan for the access driveways between the existing driveway
      in the access easement and the various cabins taking into consideration
      appropriate measures for stormwater drainage (i.e. the existing table drain
      in the access easement).

As noted in the attached engineering driveway plan, a minimum 225mm diameter
stormwater pipe will be required beneath the driveway accesses to the studio cabins and
home office cabins to permit run-off within the table drains from the upstream catchment
to be conveyed.

   3. Please submit a Geotechnical Report that addresses the following:

       a.   Slope stability for the Studio Cabins and the Home Office Cabin with
            recommendations for          foundation type, construction and
            requirements for foundation integrity; and
      b.    Effluent disposal for all proposed cabins with recommendations of
            system type and location taking into consideration the slope stability
            recommendations and ensuring there is sufficient setback to the
            riparian buffer area.
   4. Please also submit a concept earthworks/foundation design for each of the
      proposed cabins in accordance with the recommendations of the
      Geotechnical Report.

Two geotechnical assessments are attached which include details of the effluent disposal
locations for an AES (advanced enviroseptic system) for the southern cabins with further
detail to be provided as part of the plumbing approvals. Approval for the one unit in the
north has already been approved by Council’s plumbing department. It is also noted the
sites are not mapped or considered as steep slopes.




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