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OPW info response · OPW15/0142

Attached to the e-mail OPW15/0142 Response to Information Request.

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Callaghan & Toth Consulting Engineers Pty Ltd
ABN No. 45140292324
Callaghan & Toth Consulting Engineers Pty Ltd
ACN No. 140292324
8/41 Sunshine Beach Road Noosa Junction
P.O Sunshine
6/41 Box 2305Beach
              Noosa  Heads
                   Road     4567
                         Noosa
www.callaghanandtoth.com.au
P.O Box 2035 Noosa Heads 4567
                               Junction                                                                    Callaghan & Toth
www.callaghanandtoth.com.au
Ph: 07 5474 9081 Fax: 07 54749041                                                        Civil, Environmental & Hydraulic Engineers
Ph: 07 54749081 Fax 07 54749041



           9th September 2015                                                                                                    File No: 1303



           Noosa Council
           PO Box 141
           TEWANTIN QLD 4565



           RE:        OPERATIONAL WORKS OPW15/0142 FOR 20 TOPAZ STREET, COOROY (LOT
                      102 SP236318)

           In response to the information request dated 1st September 2015, generally Council queries are
           paraphrased in items below. See enclosed revised plans 1303-11C, 1303-12C, 1303-18C, 1303-
           19C, and 1303-21C.


           Linemarking
           Information Required

                1     Amend plans to include Linemarking for the internal parking areas and the on-street
                        parking spaces

           Response to item 1

           See attached amended plans 1303-11C and 1303-12C showing a dedicated ambulance space
           in accordance with AS 2890.1:2004 and AS2890.6:2009. See amended 1303-11C detailing
           changes to linemarking for the existing on-street parking.


           External Stormwater Drainage Works
           Information Required

                2     Provide a longitudinal section for the external stormwater drainage works near the new
                         access point.

           Response to items 2

           Refer to plan 1303-12C for the longitudinal section for the external stormwater drainage.


           Landscaping
           Information Required
           3      Amend landscaping plants to include street trees in road reserve.

           Response to item 3

           See amended plans from SYNC Landscape Design CS01 Rev C, DT01-124 Rev C, LP01-124
           Rev C, and LP03-124 Rev C, showing street trees as per the MCU approval.

           Hydraulics and Water Quality

           Information Required

           X:\JOBS\CT Projects in progress\1303 SWQ plan for age care\Correspondence\OPW\OPW15.0142_InformationResponse_Letter.doc
Full text of the other 2 pages

Page 2

4      Update design plans including pipe invert levels to provide a minimum 400mm filter
depth.

Response to item 4

See amended plans 1303-21C


Information Required
5      Provide plans that show finished surface levels that demonstrate that all areas of the
catchment drain to the proposed water quality treatment structures pursuant to documents
approved in MCU13/0030.

Response to item 5

See amended plan 1303-19C showing the correct levels of the swale and refer to plans 1303-
12C, 18C and 19C for ground levels.


Information Required
6      Update bioretention swale and bioretention basin underdrainage details on 1303-21 to
demonstrate that there is adequate fall within the depth allocated for the drainage layer, the
underdrainage system of the swale will function without causing ponding, and consistency with
Section 3.5.1.4 of Water by Design Bioretention Technical Design guidelines Version 1.1
October 2014.

Response to item 6

The depth & width of weir and shute as well as flood immunity and capacity have been added to
1303-21C & 19C.



Information Required
7      Demonstrate how the width of the proposed overflow weir shown on Drawing 1303-21 is
consistent with Condition 27(b)(ii) of MCU13/0030 and Section 3.5.4 of Water by Design
Bioretention Technical Design Guidelines Version 1.1 October 2014.


Response to item 7

The depth and width of the chute as well as flood immunity have been added to plan 1303-21C.


Information Required
8      Provide design information for rainwater tanks on the plans to demonstrate that Condition
31 of MCU13/0030 is achievable on site.

Response to item eight

See attached drawings 15024-1 to 15024-11 by Ian Bradford Plumbing Consultants Pty Ltd.
These drawings show two 24,000-litre tanks, one used for toilet flushing and the other used for
landscape purposes.




X:\JOBS\CT Projects in progress\1303 SWQ plan for age care\Correspondence\OPW\OPW15.0142_InformationResponse_Letter.doc

Page 3

Information Required
       Update details on landscaping design plans to ensure landscaping treatment within
bioretention basins are clear and consistent with Water by Design Bioretention Technical Design
Guidelines Version 1.1 October 2014.

Response

See amended plans by SYNC Landscape Design, Plan LP01-124 Revision C.


General

Information Required
9      Evidence of payment of performance bond ($10,000).

Response

The client is paying the performance and the receipt number will be forwarded as soon as
possible.


Information Required
10     Confirmation of compliance with Building and Construction Industry (Portable Long
Service Leave) Act 1991.

Response

The client is paying the Portable Long Service Leave and the receipt number will be forwarded
as soon as possible.

This is the response to the information request. Please complete assessment of the operational
works application OPW15/0142.

Yours faithfully,
Callaghan & Toth




Jane Davissen BE (Env)
Senior Environmental Engineer
Please view www.callaghanandtoth.com.au for all information on our company profile and terms and conditions for services rendered

Cc         Peter Middap




X:\JOBS\CT Projects in progress\1303 SWQ plan for age care\Correspondence\OPW\OPW15.0142_InformationResponse_Letter.doc

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