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A DRAINS model was completed to compare the impact of Catchment B connecting to the existing
drainage.

Survey data and pipe sizing of the infrastructure was obtained. Catchment areas for the pits along the
pipe run were obtained from Council’s mapping system.

They are as follows: -

                           Pit Number       Catch Area (m2)

                             H5                    18900
                             H4                     5700
                             H3                     3400
                             H2                     2800
                             H1                     2100


Hydraulic grade line comparisons were made for existing and proposed states.




SCG Consulting Engineers                 Page 20                                SCG Ref: 33132(SWMP)
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