Original source · versioned page text
Amended Approved Plans MCU22/0180 & OPW22/0257
Plans and drawings
This document appears to be plans or drawings. Its page text below holds only the words printed on the drawings, without the drawings themselves, so it may be jumbled or hard to follow. To see the plans as drawn, choose Original above or download the file (both need you to log in).
Log in to see the plans as drawn Peak Flow for Subject Lot
Total Catchment Area = 388m² Time of Concentration 5 min
Intensity Runoff Coefficient
ARI AEP% fi C10 FY A (m²) Q(peak flow) = CIA (L/s)
(mm/hr) (Cy) IO
DP
Q1 63 125 0.00 0.53 0.8 0.424 388 5.71
.0
36
IL
Q2 39 161 0.00 0.53 0.85 0.451 388 7.82
Q5 20 193 0.00 0.53 0.95 0.504 388 10.47
°5 6m
12
"
Q10 10 227 0.00 0.53 1 0.530 388 12.97
0Ø 0' 00
9
43 5.9
19 °00
1
.7
Q20 5 259 0.00 0.53 1.05 0.557 388 15.53 67 '
Q50 2 301 0.00 0.53 1.15 0.610 388 19.77
Proposed
10
Q100 1 333 0.00 0.53 1.2 0.636 388 22.83 Residence
Peak Flow for Subject Lot Without Water Tank SUBJECT
Total Catchment Area = 388m² Time of Concentration 5 min LOT 0
35.0
Intensity Runoff IO DP
ARI AEP% fi C10 FY A (m²) Q(peak flow) = CIA (L/s)
43 120
(mm/hr) Coefficient(Cy)
0'
IL Nominated Position
.
°5
34
35
.5
Q1 63 125 0.6 0.82 0.8 0.656 388 8.84 0 For Water Tank.
Q2 39 161 0.6 0.82 0.85 0.697 388 12.09 15 Ground Level 35.25m.
0Ø IL
SW
Q5 18 193 0.6 0.82 0.95 0.779 388 16.20 35
.1
0
.00
Q10 10 227 0.6 0.82 1 0.82 388 20.06
34
m
0"
Q20 5 259 0.6 0.82 1.05 0.861 388 24.03
4
A
'0
.5
SW
15
00
Q50 2 301 0.6 0.82 1.15 0.943 388 30.59 18
IL 1:
m
8°
35 8
"
43 .18
00
GR APP
21
.1
Q100 1 333 0.6 0.82 1.20 0.984 388 35.32 0
18
0'
RL
A R
°5
GA TO DED OX
0
SW
.0
8
.4
36
RA
34
GE
Peak Flow for Subject Lot With 2000L Tank 10
36.00
0Ø
AY
SW
Total Catchment Area of Roof = 151m² Time of Concentration 5 min 1:
W
Existing 4
D'
MH
RL
Y
2000L Water 2000L Water Tank Flow -
SW 33.7 'WA
Final Subject Lot Residence
APPROVED PLAN
ARI AEP% Tank Tank Outflow Difference SW 1:8
L
Peak Flow (L/s)
2
D
5R
Inflow(L/s) (L/s) (L/s) 450Sq Grate
MCU22/0180 & OPW22/0257
.5
10
33
Q1 63 5.24 1.06 4.18 4.66 SL 34.50 0Ø
ing
RB
Outlet to
Q2 39 6.75 1.22 5.53 6.56 NOOSA COUNCIL SW
Exist IL 33.91
KE
V rt Kerb.
Q5 18 8.10 1.35 6.75 9.45
12 JANUARY 2023 Carpo IL 33.57
SW
0
SW
.0
Q10 10 9.52 1.47 8.05 12.01
35
MH
.50
Q20 5 10.86 1.58 9.28 14.75
ting
34
21 74 m
S3W4.00
Q50 2 12.63 1.72 10.91 19.68 Exis ay SW
'
00
ew
EET
.
Driv
12
8°
Q100 1 13.97 1.81 12.16 23.16 31 16
1° .02
R
ST
31 1 SW
Nominated 5000L '20
"
SW
A
Poly Tank
UR
'Water Tank Factory'
SW
NT
VE
SW
1. 8
30 213 SW 17 '
5° 3. °34
21 3.17 2
'0
290 8 3.178 23
SW
°48
' SW 261°41'
Nominated 20mmØ SW
SW
Controlled Outlet.
Ensure Height of Outlet
35.00
is Above Half Way. MH
Ground OR
EA
N.T.S
LLA
CR
ES
5 0 5 10 15 20 25 CEN
Scale 1:200 T
No. Description Date Mat Deighton APPROVED
AAA Design & Development Pty Ltd STORMWATER DESIGN
34/13 Norval Court, MAROOCHYDORE, QLD 4558 14 Orealla St,
Project number D139-01
Tel/Fax: (07) 5479 6747 SUNRISE BEACH, QLD 4567
Mob: 0422 039 247 Date 15/11/2022 3951-17A
email: [email protected] design & For & on behalf of AAA
Drawn by K.A.J
Development Pty Ltd
A Stormwater Amend 11-11-2022 PROPOSED DWELLING Design & Development Consulting Checked by D.L.T Scale @ A3 1:200
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalLog in to download the original file
Large file: the download may take up to a minute.
Searchable page text hides email addresses. Original files are unchanged and may show email addresses.