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Stormwater Treatment & Water Quality Management Plan_April2014
Attached to the e-mail REC13/0146 - Response to Information Request - Email 2.
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 drawnNORTH
CORDWO
OD
DRIVE
M A SONRY
PARTIAL-AREA LIMITS, FOR CALCULATION OF
PRE- AND POST-DEVELOPMENT FLOW RATES 16
8
15
9 1
AD
RP173883
RO
NS
10
S T RE
SO
14
AR
ET
PE
11
7
32
No 2, PEARSONS ROAD 12
6
44 31
43 13
42
5
41
E LM
40 30
45 39
38
37 33 27
36 28
35 100
29 PARK
STREE
34
46 26
T
47 48 49
50 20
51 100 25
52 24
53 56 PARK
54
55 21
19
22 4
57 23 BIO BASIN
3
17 2
E
BLUE R EN
18 1
D RIV
ALD
ON
CD
W
A
E M
PLA LA K
C E
0 SCALE 100 m
28 Apr 2014
VALKEV PTY LTD - ELM STREET AND LAKE MACDONALD DRIVE, COOROY
URBS MODELS OF STORMWATER DETENTION REQUIREMENT FIGURE 2
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