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CYC NOOSA CAMPSITE
48 KABI ROAD
COOTHARABA

MASTERPLANING
SITE INFRASTRUCTURE REVIEW

HYDRAULIC AND WET FIRE
SERVICES

CLIENT: CHRISTEN YOUTH COUNCIL
March 2022
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Att13 - Hydraulic and Wet Fire Services Investigation.pdf · 1.5 MB (small file)

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Page 2

                                                                        CYC Noosa Campsite
__________________________________________________________________________________________


Document Verification

 Job Title                    CYC Noosa Campsite, 48 Kabi Road, Cootharaba.
 Job Number                   22-0008
 Document Title               Master Planning Site Infrastructure Review



Document Control

     Date
                               Document                         Revision No.           Author           Reviewer
  10/03/22            Draft for Client Comment                      01                   SL




Approval for Issue

                   Name                                Signature                                Date



© Document copyright of MRP Hydraulic and Fire Services Consultants Pty Ltd

This document is and shall remain in the property of MRP. The document may only be used for the purpose for
which it was commissioned and in accordance with the Terms of Engagement for the commission.
Unauthorised use of this document in any form whatsoever is prohibited.

To the extent permitted by law, MRP expressly disclaims and excludes liability for any loss, damage, cost or
expenses suffered by any third party relating to or resulting from the use of, or reliance on, any information
contained in this report. MRP does not admit that any action, liability, or claim exist or be available to any third
party.




Ref; 22-0008
Master Planning Site Infrastructure Review                                                                     Rev 01
                                                            2                                             March 2022

Page 3

                                                                        CYC Noosa Campsite
__________________________________________________________________________________________



Contents
1     INTRODUCTION................................................................................................................................ 4
1.1          SCOPE OF REVIEW                                                                                                            4
1.2          SITE LOCATION                                                                                                              4
1.3          EXISTING USE                                                                                                               4
1.4          PROPOSED USE                                                                                                               5
1.5          AUTHORITY INFRASTRUCTURE                                                                                                   5
1.6          ASSUMPTIONS                                                                                                                5
1.7          REVIEW PROCESS                                                                                                             5
2     SITE INFRASTRUCTURE ..................................................................................................................... 7
2.1          On-Site Sewage and Land Application.                                                                                       7
2.2          Wet Fire Services                                                                                                          7
2.3          Water Supply Options                                                                                                       7
2.4          Gas (LPG)                                                                                                                  8




Ref; 22-0008
Master Planning Site Infrastructure Review                                                                                                 Rev 01
                                                                         3                                                            March 2022

Page 4

                                                                        CYC Noosa Campsite
__________________________________________________________________________________________

1           INTRODUCTION
1.1         SCOPE OF REVIEW
In this site infrastructure review and assessment report we provide discussion specific to Hydraulic and
Wet Fire Services opportunities and constraints in support of the Site Master Planning initiatives.

Specifically, recommend strategies for addressing:
     •    on-site Sewerage and Land application.
     •    wet fire systems infrastructure, including location of booster pumps and storage tanks.
     •    brigade access and Hydrant coverage requirements.
     •    related Hydraulic requirements to enable the project.

Limitations:
Report observations are based on an unobtrusive site survey (walk over of the facility) plus a desktop
review of historical record drawings (where available).
This report does not include compliance assessment for existing building services.



1.2         SITE LOCATION
CYC Noosa Campsite is located at 48 Kabi Road, Cootharaba.


1.3         EXISTING USE
The site has formally been developed use as an integrated permaculture designed organic orchard and
18-hole par 3 golf course and caretakes residence / clubhouse.
     •    There is no hydrant service provided on-site.
     •    The existing residence / clubhouse is reliant on:
             o Rainwater harvesting and reuse for drinking water supplies
             o 3 x Clivus Multrum composting toilets systems.
             o 1 x domestic treatment and land application system.
             o A Grease Trap was identified (presumably in service of the commercial kitchen)

     •    Irrigation water is sourced from on-site dams and reticulated throughout the site.
               o A Grundfos Multi-Stage Pressure System provides constant pressure to the irrigation
                   system.
               o A Secondary Diesel (Ajax) transfer pump was also sighted on site and is reported to
                   operate in connection with the irrigation system.
               o A third irrigation pump (also diesel) is located adjacent the 100 Acre Dam.

     •    Bore water spears were sighted on-site.




Ref; 22-0008
Master Planning Site Infrastructure Review                                                         Rev 01
                                                     4                                        March 2022

Page 5

                                                                        CYC Noosa Campsite
__________________________________________________________________________________________
1.4         PROPOSED USE
     •    Campsite accommodating 300 campers with commercial kitchen facilities, Dining Hall and Activity
          Spaces dispersed around the campsite with allocation of agricultural land, food growing activities and
          adventure spaces.

     •    Class 3 accommodation blocks
                o    Village of 140 occupants: 2350m2

                o    Village of 100 occupants: 2020m2
                o    Village of 60 occupants: 1600m2

     •    Class 9b Dining blocks

     •    Proposed rise in storey Single or two storeys (max)



1.5         AUTHORITY INFRASTRUCTURE
The site is not serviced by reticulated water supply or sewer. Upon review of the Unitywater mapping it
appears the nearest Authority Infrastructure is in Boreen Point (refer below image)




1.6         ASSUMPTIONS
The following assumptions have been relied upon in the preparation of this report:

     •    It would not be feasible to extend Authority Infrastructure (Sewer and Water) to the site.

     •    It’s assumed for the purpose of this report that the existing clubhouse building and associated on-site
          sewage treatment and land application system will be demolished.

     •    MRP have not sighed a Flood Certificate for this site however it is anticipated the site is above any DFL
          (TBC during detailed design Stage).

     •

1.7         REVIEW PROCESS
The following actions have occurred in the preparation of this report

     •    Desktop review of Authority Infrastructure drawings 8th February 2022.

Ref; 22-0008
Master Planning Site Infrastructure Review                                                                   Rev 01
                                                         5                                              March 2022

Page 6

                                                                        CYC Noosa Campsite
__________________________________________________________________________________________
     •    CYC Noosa Site Walkthrough inspection / Consultant Meeting 9th February 2022.

     •    Preliminary review consideration issued specific to:
                o    Sewage treatment and Land Application of Effluent (ERA63)
                o    Wet Fire Services

                o    Water Supply Options
                               Drinking Water
                               Non-Drinking Water

                               Hot Water
                o    Gas Services.




Ref; 22-0008
Master Planning Site Infrastructure Review                                                     Rev 01
                                                         6                                March 2022

Page 7

                                                                        CYC Noosa Campsite
__________________________________________________________________________________________

2           SITE INFRASTRUCTURE
2.1         On-Site Sewage and Land Application.
The Sewage Treatment Facility and land application area for this development will exceed 20EP and
therefore constitutes an ERA63. It’s understood that a Future Plus have been engaged to conduct a
Land Suitability Report in preparation for a future ERA application.

2.2         Wet Fire Services
For Class 2 to 9 buildings over 500m2 we will need hydrant protection in accordance with BCA2019
Part E1.3. Therefore,
     •    A H-pattern booster facility at the entrance to the site. Preferably adjacent the carpark
          adjacent hardstand.
     •    288,000 litres of water storage (2 x 144 KL tanks) above ground and near the H-pattern
          Booster Assembly
     •    Two diesel fire hydrant pumps
     •    All weather vehicular access for a Fire Appliance to any external attack hydrant protecting
          class 2 to 9 buildings over 500m2

2.3         Water Supply Options
Three potential water sources exist on-site.
     •    Rainwater collected on proposed building roof areas.
     •    Dam water available from the abundant 100 Acre dam.
     •    Bore Water (yet untested for water flow and quality).

DRINKING WATER
CYC have expressed a preference for rainwater harvesting and reuse for potable reuse purposes. MRP
have reviewed the proposed roof area, the mean decile 5 rainfall for the nearest BOM weather station
(Tewantin RSL) and the number of patrons likely to be onsite to determine if Rainwater alone will supply
the anticipated demand.

The following high-level criteria have informed our preliminary analysis.


     •    Daily water demand per person: 130 l/day
     •    100% occupancy / 7 days per week.
     •    1 million litres of rainwater storage
     •    Village of 140 occupants: Roof Area: 2,350m2
     •    Village of 100 occupants: Roof Area 2,020m2
     •    Village of 60 occupants: 1,600m2


Table 1 below representing average rainwater inflow and reuse based on the above-mentioned input
criteria. This table indicating the need for monthly town water (tank top-up) contributions each month.
In the absence of reticulated town water, this shortfall would need to be made up by alternate means.




Ref; 22-0008
Master Planning Site Infrastructure Review                                                         Rev 01
                                                    7                                         March 2022

Page 8

                                                                        CYC Noosa Campsite
__________________________________________________________________________________________




Table 1 – Decile 5 rainfall data analysis

This high-level assessment identifying a shortfall in rainwater harvesting capacity compared to reuse.

NON-DRINKING WATER
There is some potential to offset the drinking water shortfall by using non-potable bore and / or dam
water for toilet flushing and general wash down.

HOT WATER
There is some potential to offset the drinking water shortfall by using non-potable bore and / or dam
water for toilet flushing and general
     •    Centralised plant and probable ring main per accommodation building
              o Primary heat generation plant
                       LPG gas, or
                       Electric (not Favoured by client).
     •    Preheat options (for running cost efficiency)
              o Solar storage
              o Heat pump storage (not favoured by client)

CYC have expressed a preference for GAS fuel sourced centralised hot water plant per building
complete with solar preheating option to reduce energy loadings.

A circulation hot water ring main proposed to ensure reduced wait times.


2.4         Gas (LPG)
     •    Reticulated Natural Gas is not available.
     •    This site would suit a large gas tank installation for potential hot water generation and
          commercial kitchen use.
     •    Tank to be located adjacent the carpark area with setbacks in accordance with deemed to
          satisfy requirement of AS1596.
     •    Tank capacity to be confirmed at detailed design phase to ensure service frequency and




Ref; 22-0008
Master Planning Site Infrastructure Review                                                        Rev 01
                                                   8                                         March 2022

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