Engineering Report · MCU18/0094

       4.3     Electricity and Telecommunications

       Power and telecommunications are both available from Wattle Street.


5.0    ACCESS

Vehicular access will be provided from a new crossover off Wattle Street,
adjacent to the site’s northern boundary

Refuse collection will from the kerb.

Refer Traffic Engineer’s report.


6.0    STORMWATER MANAGEMENT

       6.1     Legal Point of Discharge

       Whilst the site and adjacent verges currently slope toward adjacent
       properties to the West and North, Wattle Street and Garnet Street road
       reserves represent the only available Legal Point of Discharge.

       A lack of underground stormwater infrastructure in either street in the
       vicinity of the site make discharge to kerb the favoured method of
       stormwater connection.

       Garnet Street drains westward downstream of the site at continuous grade
       directly toward Cooroy Creek with relatively recent roadworks providing
       high flow capacities all the way to the creek.

       In comparison Wattle Street drains northward toward Cooroy Creek but
       via older established commercial and residential areas with an overland
       flow path which is less-well defined.

       As a result, the proposed development will direct all piped flows toward
       the existing Garnet Street kerb.

        Refer drawing at Appendix B.


       6.2     Stormwater Quantity Management

       With the additional catchment discharging to Garnet Street it is important
       that design guidelines are followed in order to ensure any increase in peak
       stormwater runoff does not exceed the existing drainage infrastructure
       capacity.
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A6265 -18- Engineering Report – Garnet Street, Cooroy                       Page 3 of 4
Mar 2018    SH/tk
                                      Alta Projects P/L