Original source · versioned page text
5179Flood Report_REVISION_2_7Feb2021
Callaghan & Toth
NORTH
94 0
99.AR 210
S LL100.83
16
1.
10
Gum
NOW
YE
100
TW 101
.35 100 YR
TW 101
99.85
IL 99.25
02
2 x 375 DIA
1.
IL 99.38
10
.35
6
.0
B
99
BIO SL 100.25
BO
1 on 3 B
S LL99.40
VERT W R
WEIR
17 CL 101.20
IL 100.45
ATTE
1 on 4 B
ALL
BASIN .
TW 101
384 cu.m
BOB
ATTER
.35
86
5
IL 100.5
66
19
CREEK
SP
IA
75
1.
0D
10
45
TW
2x
1050 B
22 cu DIA, BO
.m. NE 80 M LONG
0
10
TT ST FL
ORAG 1
E 02
.47
FL
1 02
2 100 YR
FL
.56
3
NOW
210 4
1 02 100.19
AR 00.3
0
.64
5
Y 1
S LL101.01
E
tA
Em
0 SCALE 25 M
1
Figure 3.3 Proposed Stormwater Detention Facilities
10
2035 2 Pearsons Road – Flood Study – Revision 2 Feburary 2021
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.