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Appendix C - Amended Engineering Plans
Attached to the e-mail MCU17/0551 - Information Response - 20 Trading Post Rd Cooroy.
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Log in to see the plans as drawn2 Stormwater Drainage The strategy and constraints associated with stormwater drainage were assessed as part of a separate investigation by Calibre Consulting and are not covered in detail within this report. A summary of the stormwater drainage elements is provided in the following sections of this report. 2.1 Existing Drainage System Stormwater runoff from the subject site currently discharge via overland sheet flow over the northern property boundary. No existing Council stormwater network has been identified downstream of the subject site as part of this investigation. 2.2 Proposed Drainage Works It is intended to direct the stormwater discharge from the subject site to detention and treatment infrastructure, to attenuate and treat the site’s stormwater runoff during the post-development scenario prior to discharge to the Lawful Point of Discharge. For additional details on the prevailing stormwater drainage conditions, strategy and constraints please refer to the Site Based Stormwater Management Plan for the subject site prepared by Calibre Consulting. An engineering services layout detailing the proposed services for the site is included in Appendix C. Palm Lake Resort, Cooroy – Stage 6 – Engineering Services Report Page 8 of 21 File Location: 180308_PEG0360_20 Trading Post Rd, Cooroy_ESR_R003.docx
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