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MCU22.0111- Att 2 SWMP
Attachment 2 Stormwater Management Plan Response to Council’s Information Request – MCU22/0111 31 Edward Street, Noosaville 4566 QLD Lot 3 on RP112875 H.L. NOMINEES PTY LTD (A.C.N. 007 803 036)
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Page 2
19 August 2022
SCG Ref: 32038(L2)
By email: [email protected]
Attention: Tom & Jo Link
Lomas (SA) Investments Pty Ltd & HL Nominees Pty Ltd
PO Box 426
Hove SA 5048
Dear Tom & Jo
Re: Council Request for Information ~ 31 Edward Street, Noosaville
We have reviewed Council’s recent Information Request dated 28 July 2022.
We have provided a Stormwater Management Plan 32038-SWMP (copy enclosed) which details the proposed
method for disposal of stormwater from the propped development. A detailed design will be submitted with the
Operational Works application for the development.
In a previously issued drawing 32038-SWP.RevA we clearly identified the depth and location of the existing
stormwater pipe and how construction will manage its presence.
The proposed building will be supported on piers so it can’t be undermined should Council need to excavate to
the bottom of the pipe to replace or repair it. We don’t anticipate any issue arising from the proposed works or
beyond.
The shallow depth of the pipe simplifies any future access to the pipe. The proposed development will only see
an additional 400mm of fill over the pipe.
Yours faithfully
SEAN RICHARDSON – RPEQ 5835
For and on behalf of
SCG CONSULTING ENGINEERS
Enc SCG Drawing No. 32038-SWMP
Page 3
SIDE NEIGHBOURING PROPERTY (29 EDWARD ST) FALLS TOWARDS ATLANTIS DRAINAGE
GROUND DRAINAGE ROOF STORMWATER INFILTRATION CELLS ON
(PITS) STORMWATER DRAINAGE ONLY PIPE ANN/EDWARD ST's NO RUNOFF THROUGH 31 EDWARDS ST 1.66DRAINAGE LINE
ROOF
1.75
DRAINAGE ONLY PIPE
NEW RETAINING WALL 90°00' FOR STORMWATER PEAK
MITIGATION
30.477
3
SW SW SW SW SW SW SW 1.75 SW SW
1.8
2.00
SW
Q 20=19L/s
bins
shr SW SW SW SW SW SW SW SW
1.83 SW
SW SW SW
1.99 SW SW KL 1.50
SW
GRATED FIELD 1.80
INLETS FOR SURFACE
pool
SW RUNOFF SW JUNCTION PIT 2/RHS
PIPES TO APPROVED KERB
ate 1.68
ADAPTORS
SW
pivot door roof 5.95 ea
ve
FA
Kitchen/ Garage 4.
25
LL
planting
Living
REAR NEIGHBOURING SW 18
PROPERTY (30 MARY 17 1
16 2
ST) FILLED TO FLOOD wc 15 3
LEVEL NO RUNOFF TO 14 4
13 5
31 EDWARDS ST
1.92 12 6
GRATED TRENCH DRAIN
11 7
pantry 10 8
9
1.87 roof 5.88 roof 5.93
bbq eave 4.27 1.
180°00'
feature 4°
20.217
sliding
360°00'
20.217
tree gate
driveway
FL 1.98
pantry
1.67
KL 1.47
pool
Wc 1.88
SW
Kitchen UP SW
LL
Garage
FA
2.04 / Living SW Q 20=19L/s
SW
1.90 94
pivot door SW JUNCTION PIT 2/RHS
SW PIPES TO APPROVED KERB
ADAPTORS
SW
2.07
SW ATLANTIS DRAINAGE
GROUND DRAINAGE SW INFILTRATION CELLS ON
gate
(PITS) STORMWATER SW ROOF DRAINAGE LINE
SW FOR STORMWATER PEAK
SW
DRAINAGE ONLY PIPE SW SW SW SW SW SW SW
SW SW 1.88
SW SW SW SW SW SW MITIGATION
KL 1.42 1.6
FL 1.91
EXISTING 525 DIAM RCP SWP
TB
1.98
0
M1
1.85
2.0
bins
.54
1.90 1.86 o
270°00' SCHEMATIC DESIGN ONLY.
5
EXISTING SW PIPE, REFER DRG ROOF STORMWATER 30.477 SIDE NEIGHBOURING PROPERTY (30 EDWARD ST) FILLED KL 1.40
DETAILED DESIGN AT OPERATIONAL
1.7
32038-SWP - Rev A FOR DRAINAGE ONLY PIPE TO FLOOD LEVEL NO RUNOFF THROUGH 31 EDWARDS ST
PROTECTION/EASEMENT
WORKS APPLICATION STAGE
1.50
1.50
REQUIREMENTS
PROPOSED SITE STORMWATER MANAGEMENT PLAN
CLIENT: LOCATION: Project number NO: DATE: AMENDMENTS:
Jo & Tom Link 21_33_LINK Ground Floor Plan
31 Edward St, 01/10/2021
ISSUED FOR APPROVAL Noosaville Qld 4566
05
PROJECT: Date Scale
Issue Date: 16/08/2022 New Duplex September 2020
Drg. Number: 32038-SWMP 1 : 100 Drawn by: JMF
Page 4
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