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2018-11-15 Ordinary Meeting Agenda
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ORDINARY MEETING AGENDA 15 NOVEMBER 2018
f. Provision of 20 bicycle parking spaces.
50. All car parking areas and access driveways must be maintained exclusively for vehicle
parking and manoeuvring and kept in a tidy and safe condition at all times.
51. Directional signage must be provided to direct visitors and customers to the car parking
spaces provided on site.
Service Vehicles
52. Service vehicle parking, manoeuvring and standing spaces must be provided on the
site. The works must be undertaken in accordance with an Operational Works
approval.
Pedestrian and Bicycle Facilities
53. Pedestrian and bicycle facilities must be provided for the development. The works must
be undertaken in accordance with an Operational Works approval and must include in
particular:
a. a 2 metre wide footpath within the road verge for the entire length of the site’s
frontage to Mary Street.
Condition 53 is imposed pursuant to s128 of the Planning Act 2016 being necessary
trunk infrastructure identified by Council’s LGIP to service the development.
Stormwater Drainage
54. The site must be provided with a stormwater drainage system connecting to a lawful
point of discharge. The works must be undertaken in accordance with an Operational
Works approval and must include in particular:
a. the works shown on drawing number 17699-SK101 Revision A prepared by TOD
Engineers and Project Managers dated 17 August 2018, with the inclusion of the
following:
i. The storage tank must have sufficient capacity to cater for the runoff from
the driveway in a 1%AEP rain event as a minimum.
ii. A back up power system for the pump that is independent of the mains
network.
Acid Sulfate Soils
55. All works must be carried out in accordance with an Acid Sulfate Soil and Groundwater
Management Plan for the development prepared by a qualified person* and referenced
in a Development Permit for Operational Works. The Acid Sulfate Soil and
Groundwater Management Plan must specifically address how lowering of the
groundwater level as a result of the works will be avoided.
*(Refer to Advisory Note)
56. All waters, including stormwater runoff, groundwater seepage and leachate from acid
sulfate soils must achieve the following quality prior to release from the site:
a. a pH range of 6.5-8.5 pH units
b. 50mg/L maximum total suspended solids concentration
c. 0.3mg/L maximum total iron concentration
d. 0.2mg/L maximum total aluminium concentration
e. no visible plume at either the point of release from the site or within a
waterway
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