Council archive · source document
G Engineering Report And Plans · 132007.2398
Attached to the e-mail 132007.2398.02 Request to change existing approval (2 of 3) Engineering report & plans, Stormwater Plan.
Plans and drawings: the text below has words only, no drawings.
Very large file (10.6 MB): may take a few minutes to open.
CALIBRE CONSULTING
14.120 Effects of Works
Acceptable Solutions (if self-assessable)
Specific Outcomes Probable Solutions Proposed Measures
(if code assessable)
(b) Council’s road infrastructure including pavements
is not adversely affected.
Extent of Earthworks
O8 S8.1
Earthworks are contained within the site. All earthworks, including cut and fill batters, retaining walls etc Cut and fill batters will be contained within the site
are contained within the subject site. boundaries.
O9 S9.1
On sloping sites, excavation, or filling are designed to Cut or fill is less than 2m in depth relative to the natural Cut or fill will be less than 2m in depth relative to the natural
maximise the use of natural slope and minimise the need ground surface. ground surface.
for cut and fill.
It is noted that small isolated sections are greater than 2m
below some walls in some locations.
Environmental Protection
O10 No solution provided. Earthworks will be minimised to limit the impact on
groundwater. No impact to watercourse will occur.
Earthworks minimise any adverse impact upon
groundwater, watercourse, drainage lines, wetlands, and
native vegetation.
Dams
O11 No solution provided. Typically, existing dams on site will be reconstructed and
improved through re-shaping and landscaping works as part
Dam location and construction does not impact upon
of the stormwater treatment train solution refer to Calibre
neighbouring properties in terms of: Consulting Report No. B14158.W-01A dated December
(a) hydrology; 2014)
(b) alteration of existing overland flowpaths and
patterns;
(c) landslide or failure of dam wall; and
(d) effluent disposal areas.
B14158.W | COOROY RETIREMENT COMMUNITY | PALM LAKE RESORTS CIVIL ENGINEERING REPORT | 13
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