Original source · versioned page text
240144-ABSRev-B
proposed
water tanks
x3, buried with
access
manholes
proposed
pump house,
104
108 size TBC
106
102
0
16 10
19.08ha BM: Peg
98 RL:94.78
94
96
IL112.71
108
0"
'4
29
8° 7
5
2 1 4 .8
1
SWP 3.3
106
11
92
BM: Peg
RL: 114.17
9 9
.5
105°
.5 26
1 14 14
1 24.4 '20"
1 1
.6
4 .6 4
85
11 11
0"
92
'2
Steps
Steps
19
4° 6
Steps
9
Steps
21 2.53
High-Set
WB House
4
5.8 Steps
11 8
5.8
LP 11
Steps
Steps
1
1.3
11 LP
BM: Peg 9
5.2
RL: 111.34 EJ
BM: Pin 11
RL: 115.90
LP proposed site
of gym, tennis
LP
114.18
S
BM: Pin 2
court &
Septic RL: 115.29 1.3
EJ padelball court
Ro
11 Transformer
of
W
1
B
Fuse Box
.7
1
Stu
113.11 LP
19 dio
0
.0
14
s 1
tep
S 3
IO
1 RP167252
3.9
Emt C
11 S
114.69
Septic
94
BM: Peg
SP20
RL: 104.43
E8256
Unde
rgr
ound
25 0"
110 .4 ' 4
0 9 0 °2 6
4.2 2
11 9
1 4.1 23
Stairs
Stairs SW 1
96
5
1.4
oof
11
Marker Post
5
98
122.53R 1 & 2 Sto
108 .3
114
rey
Pump
Shed
106 15
65.0.9
1111
100
104 115.03
EJ
Carpo
120.69
rt
Surface
Roof
Drainage Good.
102
102
25 0"
106
.4 ' 4
round
108
Grasses & 9 0 °2 6
104
Vegetation 2
Underg
104
3
110
2
102
112
Scattered Trees
106
114
8
BH 2
10
Borehole location.
115.25
EJ ABN11 147 854 439
Slope Title: SITE PLAN - On-Site Effluent Disposal
Emt C
110
measured as a percentage gradient from
AUSTRALIAN
"
'40
high ground to low ground. SOIL INVESTIGATIONS Project O Booth, 116 Hayward Road
° 26 8
13
Lake MacDonald
207 5.76
112
Rev.
114
DO NOT DIMENSION OFF THIS DIAGRAM. Date: Sep 2024 Drg No.240144-ABS .B
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