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REPS - Updated SWMP
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SW
SW
5
SP305303
SW
FI5/3
3
FI4/3
SP305303
0.0044ha EXT1
0.0041ha 4
SP298783
0.129ha
SW
SW
FI3/3 5
0.100ha FI6/3 SP298783
0.0400ha
SW
SW
SW
SW SW SW
SW SW SW
SW SW
SW SW
SW SW
SW SW
SW SW
SW SW
SW
110
FI7/3 SP106085
0.0367ha
FI1/1
0.0236ha
108
SP106085
1% AEP CALCULATIONS (EXISTING DRIVEWAY)
FI2/3
0.0791ha 4%
FI2/2
150mm
0.0369ha
Existing kerb longitudinal grade = 4.2%
Capacity to top of 150mm high kerb = 613l/s (Flow width = 3.75m)
SW
EXT 1 - 1% AEP Flow = (0.129 x 0.99 x 362 ) / 360 = 128 l/s
Detention Tank - 1% AEP Flow = 295l/s
Total possible 1% AEP flow = 423l/s
SW
Conclusion: The existing driveway has capacity to convey the full 1% AEP flow (if required)
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SW
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FI1/3 FI1/2 109
SW
SP106085
0.0399ha
SW
0.1342ha
SW
SW
SW
SW
SW SW SW SW SW SW SW SW SW SW SW SW SW
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75
SW
SW
RP71151
107
SW
SP106085
SW
SW
CATCHMENT PLAN LEGEND
PROPERTY BOUNDARY
SW SW EXISTING STORMWATER PIPE
76.0 EXISTING CONTOUR
SW SW PROPOSED STORMWATER 0 4 8 12m
PROPOSED CATCHMENT BOUNDARY Scale 1:200 @A1
Scale 1:400 @A3
COPYRIGHT © Associated Consultants Client Drawn Verified Project Drawing Title Scale Sheet Size
M.K.P. D.R.
This drawing is subject to
copyright in accordance with DEVTEX NOMINEES 73-77 EUMUNDI-NOOSA ROAD STORMWATER DRAINAGE AS SHOWN A1
the agreement between TOD Designed Verified
Consulting Pty Ltd (tc) and tc's PTY LTD M.K.P. D.R. NOOSAVILLE, QLD 4566 CATCHMENT PLAN Drawing Number
client. This drawing shall only
be used for this specific project. Approved RPEQ No RP DESCRIPTION LOTS 1, 2 3, 48, 49 AND 50 ON SP298783 24572-C035
This drawing shall not be used Noosa: 07 5449 9600 Sunshine Coast: 07 5329 3190 D. REYNOLDS 9072 LOCAL AUTHORITY NOOSA SHIRE COUNCIL
MCU APPROVAL HORIZ DATUM MGA DERIVED 0 10 20 30 40 50 60 Sheet Revision
for construction until marked as PO Box 61, Noosaville, QLD 4566 Signed
A 23.01.25 ISSUED FOR APPROVAL MKP ROL APPROVAL VERT DATUM RL.13.595 AHD
'Issued For Construction' in the
revision description. Rev Date Revision Description Drawn
[email protected] www.todconsulting.com
ABN 39 128 805 336 23.01.25 OPW APPROVAL RL DATUM PSM 53205 MEASUREMENT BAR - INCREMENTS IN mm 14 OF 23 A
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