MCU210117 & OPW210199 - Reps to Council's Conditions · MCU21/0117

Two (2) 300 lite Harpullia Pendula trees will be plated along the Elm Street boundary.


Proposed Amendment to Condition 29

The development site must be landscaped. The works must be undertaken in accordance Noosa Plan PSP 2
– Landscaping and generally in accordance with the approved Landscaping Plans and in particular:

        a. Landscaping along the site’s frontage to Pearl Street must be in accordance with the approved
        Landscape Plan.

        b. Landscaping along the site’s frontage to Elm Street must be in accordance with the approved
        Landscape Plan.

        c. A dense 1m minimum landscaped setback to all side boundaries (excluding bin enclosure area for
        U5-U11).

        d. Retention and planting of street trees must be in accordance with the approved Landscape Plan.




Condition 35

The site must be provided with a stormwater drainage system connecting to a lawful point of discharge
and be in accordance with the Queensland Urban Drainage Manual (QUDM). The works must include in
particular:

        a. The works generally as shown on the Approved Plan No. 2101-C30 Issue D as prepared by Recor
              Consulting,

        b. collection and discharge of stormwater to the trunk drainage network in Pearl Street.,

        c. extension of the site stormwater system to accommodate stormwater from Lot 1 RP153798
              external to the site, including registration of drainage easements over the site drainage system in
              favour of Lot 1 RP153798.,

        d. cut off drains within the courtyards of Unit 1 and Unit 2 to intercept runoff from Lot 1 RP153798 and
              direct such flows to the stormwater pits located in these courtyards.,

        e. the use of gravity stormwater drainage and not surcharge pits.


Representations to Condition 35

It is unreasonable for the applicant to accommodate the stormwater shed from Lot 1 RP153798 which is
external to the site. Lot 1 RP153798 has the capacity to redirect the stormwater generated on site to a legal
point of discharge.

Two (2) field inlet pits are located at the rear of Units 1 and 2 and will direct stormwater from the site to a
legal point of discharge. The proposed 225mm Fibre Reinforced Concrete drainage pipe of is of sufficient

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