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24647 Seaview Tce Enviro Mgmt Plan

Attached to the e-mail MCU14/0084 Environmental Management Plan (71 Seaview Tce).

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Plans and drawings

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y Drainage Works (as per Table A1 of IECA, 2008)
                 Operational Design Life
                    12 - 24 months      > 24 months
                    1 in 5 year         1 in 10 year
                    1 in 10 year        1 in 10 year

ediately upslope of an occupied property that would be
 ing of the structure adopt a minimum of 1 in 10 year design standard.
nimum of 1 in 1 year hydraulic capacity




                                                             Rock Check Dam Assessment
                                        Inputs                                       Outputs

                                                                  Upstream        Minimum     Corss Section
                                                                  water level    Height with    Area Flow       Velocity
                         Wier Base width        Horizontal        relative to       0.15m      Across Wier    across wier
                               (m)             Slope of Wier       Wier (m)     Freeboard (m)     (m^2)          (m/s)


                                 b                   m                 H        H + freeboard       A             V
                                                                     1.270           1.420        0.000         #DIV/0!
                                                                     1.270           1.420        0.000         #DIV/0!
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