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Attachment 6 - Stormwater Management Plan
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EXISTING CONTOURS (0.5m)
CATCHMENT TO BASIN
EXISTING BIO BASIN
CATCHMENT TO BIO
1 CATCHMENT LABEL
FLOW DIRECTION
EXISTING FLOWPATH
CLEAN WATER DRAIN
FLOOD LEVELS PROVIDED BY NSC:
Q1 - 12.76 DIRTY WATER DRAIN
EXISTING HES BASIN CATCHMENT TO BIO - 1.8 HA
Q2 - 12.79
Q10 - 12.92 PROPERTY BOUNDARY
Q100 - 13.07
Q100 CC - 13.16 ACTIVE AREA
AREA TO BE STABILISED
PIPED OUTLET RL 11.30
EMERGENCY SPILLWAY RL 12.20 INFLOW RL 12.50
CATCHMENT TO BASIN - 3.9 HA
BASIN DEISGNED FOR 3.6 HA
ACCESS TRACK DRAINAGE
AND SMALL SECTION OF CELL
2.2 DIRECTED TO HES BASIN
PIPE TO BE BLOCKED AS PER O2 SMP
AREA TO BE STABILISED
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) CURRENT APPROACH
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-09 E
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