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Attachment 6 - Stormwater Management Plan
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EXISTING CONTOURS (0.5m)
CATCHMENT TO BASIN
CATCHMENT TO BIO
CATCHMENT - 7.3 HA 1 CATCHMENT LABEL
FLOW DIRECTION
EXISTING FLOWPATH
CLEAN WATER DRAIN
DIRTY WATER DRAIN
PROPERTY BOUNDARY
NEW CLEAN WATER DRAIN - IF NOT PIPED, CELL 2.4 DRAINAGE
REFER TO D12A,D12B,D12C & D13 WOULD NEED TO BE CONVEYED OVER OPEN DRAIN. ESTIMATED ACTIVE AREA
FOR PAD WATER QUALITY OPTIONS AT 900mm RCP TO CONVEY 10 YEAR ARI UNDER PAD
AREA TO BE STABILISED
CELL 2.4 ACTIVE - NOTE: UINTIL CELL IS ABOVE GROUND IT WILL
NOT GRADE TO RRC PAD AND WILL BE MANAGED VIA LEACHATE
OR CLEAN WATER PUMP OUT IF CELL IS SEGMENTED
PIPE TO BE BLOCKED AS PER O2 SMP
BLOCK CULVERT AND DIRECR
RUNOFF ALONG ACCESS -
AUGMENT AS REQUIRED
CLIENT PROJECT
D CELL NUMBER REVISION KR 20/09/21 0 40 COPYRIGHT C NOOSA SHIRE COUNCIL NOOSA LANDFILL STORMWATER MANAGEMENT PLAN
C FINAL DESIGN REPORT KR 03/06/21 TOPO GROUP PTY LTD
DRAWN DESIGNED DATE DRAWING TITLE
B NEW ATC DESIGN KR 12/04/21
SCALE 1:2000 THIS DOCUMENT MAY NOT BE COPIED OR KR KR 31/03/21 STORMWATER MANAGEMENT - NORTH
ISSUED FOR USE TRANSMITTED IN ANY FORM OR BY ANY
E REVISION TO NORTH OPTIONS KR 10/12/21 MEANS IN PART OR IN WHOLE WITHOUT
RPEQ / SIGNATURE (IF REQUIRED) STAGE 2
NORTH
A3 THE WRITTEN CONSENT OF TOPO GROUP CPESC - 5395, RPEQ - 15954 PROJECT No DRAWING No REVISION
REVISION DESCRIPTION APPROVED BY DATE PTY LTD. 20-0211 CONCEPT-11 E
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