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Attachment 6 - Stormwater Management Plan
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EXISTING CONTOURS (0.5m)
CATCHMENT TO BASIN
CATCHMENT TO CWD
1 CATCHMENT LABEL
FLOW DIRECTION
EXISTING FLOWPATH
CELL 3.2 & 3.3 SPLIT INTO QUADRANTS.
ONCE FLOW CAN BE CONVEYED TO BASIN
A MAXIMUM OF TWO QUADRANTS CLEAN WATER DRAIN
CONVEYED TO BASIN. OTHER QUADRANTS
CAPTURED OR DIRECTED TO CLEAN DIRTY WATER DRAIN
WATER DRAINS - TO BE DETERMINED
THROUGH CELL 3.2 & 3.3 DETAILED DESIGN
PROPERTY BOUNDARY
ACTIVE AREA
AREA TO BE STABILISED
CELL 1.1 AND 2.2 EXPANSION AREAS STABILISED
AND DIRECTED TO CLEAN WATER DRAIN
NEW DIRTY WATER DRAIN
TO CONVEY ACTIVE RUNOFF
TO SEDIMENT BASIN
TIEING IN CLEAN WATER DRAIN BATTER WITH
CELL TRACK OR GRADING TRACK DRAIN INTO
CLEAN WATER DRAIN WILL BE REQUIRED PROPOSED SEDIMENT BASIN
CATCHMENT TO BASIN - 4.5 HA
INLET TO BASIN RL 21.1
CLEAN WATER DRAIN
CATCHMENT TO DRAIN - 6.2 HA
(EXCLUDING OVERTOP FROM BASIN)
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 - SOUTH
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 4
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-05 E
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