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3018NSCResponse
Attached to the e-mail RAL21/0018 - Information Request Response - 130 Lake Macdonald Drive Cooroy (Email 1 of 3).
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ida pecs MAX WATTERSON+ASSOCIATES CONSULTING SURVEYORS & PLANNERS 26" January 2022 Ref: 10/3018 Your File: RAL21/0018 The Chief Executive Officer Noosa Shire Council PO Box 141 TEWANTIN QLD 4565 Attention: Lisa Pienaar Dear Madam, Re: Development Application RAL21/0018 — Reconfiguration of a Lot 130 Lake Macdonald Drive, Cooroy Lot 233 on MCH4301 Applicants: LF Petersen & S Arnold. | refer to the above-mentioned matter and your letter of Information Request dated 27" August 2021 and | respectfully supply the following information: Plan of Proposed Reconfiguration As a part of the preparation of the of the response to Council’s issues of the Information Request minor amendments have been made to the Plan of Proposed Reconfiguration, including: e The alteration of the Easement for Access to be reciprocal Easements benefitting Lots 12 & 13. e House site areas and effluent disposal areas added to Lots 11 & 12. A copy of the amended Plan of Proposed Reconfiguration (Ref: 10-3018AF Rev2) is contained within Appendix A. Issue 1 House Site Areas The Geotechnical Reports prepared by Arcos show house site areas and effluent disposal areas within Lots 11 and 12; these areas have been added to the Plan of Proposed Reconfiguration. The Geotechnical Report of Lots 11 and 12 are attached as Appendices B and C respectively. In accordance with AO7.3 of the Reconfiguring of a Lot Code the house site areas are not subject to any constraints, with the Geotechnical Reports assessing the sites having an Australian Geomechanics Society (AGS) Qualitative Risk Assessment of “Low”. PRINCIPAL 12 Maple Street (PO Box 639) Cooroy Q 4563 ABN 59 847 644 252 Max L. Watterson PH 07 5442 6121 Cadastral Surveyor (QId) FAX 07 5442 5125 B.Surv(UNSW). M.S.S.S.1 EMAIL [email protected]
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Page 2
Issue 2 Access from Lake Macdonald Drive The Operational Works Plans of the proposed common driveway to Lots 12 and 13 prepared by Callaghan & Toth are contained within Appendix D; the driveway has been prepared in accordance with Council’s Standard Drawing RS-056. The plans provide details of stormwater drainage and sight distances. The driveway is contained within reciprocal Easements benefitting Lots 12 and 13; this situation provides a joint responsibility for the maintenance of the driveway. It is intended that the existing access from Lake Macdonald Drive to the existing shed will be removed. Issue 3 Service Road Access The service road currently provides access to Lake Macdonald Drive by the house pertaining to the subject property (Lot 233 on MCH4301 – 130 Lake Macdonald Drive) and 2 other properties (No’s 152 & 156 Lake Macdonald Drive). Following the Reconfiguration of the subject land the service road will provide access to proposed Lot 11 and No’s 152 & 156 Lake Macdonald Drive. Therefore, there will be no increase in the number of properties utilizing the service road for access to lake Macdonald Drive. It is envisaged that there is no potential to create any additional nuisance to the adjoining properties or increased traffic along the service road. The service road is a good quality gravel road with a well-formed formation of road-base and integrated drainage in place. Photo of service road entrance
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Photo of service road formation Issue 4 Slope Stability The aforesaid Geotechnical Reports contained in Appendixes B and C provide assessment of the stability of the Lots and conclude that the risk assessment of the house site areas and effluent disposal areas is low.
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Issue 5 Stormwater Disposal The proposed Lots are rural residential allotments and as an integral part of rural residential use is the implementation of rainwater tanks to collect stormwater and the construction of dams to collect runoff for use on the property. The Effluent Disposal Report prepared by Global Testing includes the installation of 150mm high diversion bund along the upstream side of the septic irrigation area of Lot 11. The location of the bund is shown on the Stormwater Management Plan prepared by Callaghan & Toth (Drawing No. 2151-01A contained in Appendix D). Please note that this submission completes our response to your Information Request. I thank you for your consideration in this matter. Yours faithfully Max Watterson