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23-0262- ESC DRAWINGS REVB red
Original PDF page 1, section 1. The text section number identifies this passage in the reader.
EROSION AND SEDIMENT CONTROL DRAWINGS
NOOSA HEALTH PRECINCT
COUNCIL - NOOSA SHIRE COUNCIL
EE
DRAWING LIST:
NIE
CR D00 - COVER SHEET
EE
KR
OA D01 - EXISTING LEVELS CATCHMENT PLAN
D
D02 - FINAL LEVELS CATCHMENT PLAN
D03 - EXISTING LEVELS CONTROLS
D04 - EARTHWORKS CONTROLS
SITE LOCATION D05 - COMPLETION CONTROLS
D06 - SEDIMENT BASIN SB1 DETAILS
D07 - CALCULATIONS & TYPICAL BASIN DETAILS
RIVE
D08 - STANDARD DRAWINGS
AN D
HOFM
REFER TO REPORT (REFERENCE: R3038) FOR
ADDITIONAL DETAILS RELATING TO GUIDELINES
USED, PROJECT AND SITE DESCRIPTION, CLIMATE,
TOPOGRAPHY, SOILS, EROSION RISK ASSESSMENT,
EROSION, SEDIMENT AND DRAINAGE CONTROL
SPECIFICATIONS, SEDIMENT BASIN OPERATION, ROLES
ET
RENE STRE AND RESPONSIBILITIES AND SITE INSPECTION AND
MONITORING
CLIENT PROJECT
COPYRIGHT C INTEGRAL CONSTRUCTION NOOSA HEALTH PRECINCT
TOPO GROUP PTY LTD
DRAWN DESIGNED DATE DRAWING TITLE
B UPDATES TO BASIN SIZE AND LOCATION TB 29/02/2024
ISSUED FOR USE
THIS DOCUMENT MAY NOT BE COPIED OR PG TB 29/02/2024 EROSION AND SEDIMENT CONTROL PLAN
TRANSMITTED IN ANY FORM OR BY ANY
A ORIGINAL ISSUE KR 10/10/2023 MEANS IN PART OR IN WHOLE WITHOUT
RPEQ / SIGNATURE (IF REQUIRED) COVER SHEET
NORTH
A3 THE WRITTEN CONSENT OF TOPO GROUP PROJECT No DRAWING No REVISION
REVISION DESCRIPTION APPROVED BY DATE PTY LTD. CPESC 6,374 23-0262 D00 A
B
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Full text of sections 2 to 7 (of 12)
Section 2
LEGEND: CATCHMENT AREAS:
EXISTING CONTOURS (0.20m) EX2
CATCHMENT 1 - 0.63 ha
SITE CATCHMENT BOUNDARY
CATCHMENT 2 - 0.24 ha
EXTERNAL CATCHMENT
CATCHMENT 3 - 0.06 ha
FLOW DIRECTION
CATCHMENT EX1 - 0.03 ha
1 CATCHMENT NAME
CATCHMENT EX 2 - 0.50 ha
2
1
EX1
3
CLIENT PROJECT
0 10 COPYRIGHT C INTEGRAL CONSTRUCTION NOOSA HEALTH PRECINCT
TOPO GROUP PTY LTD
DRAWN DESIGNED DATE DRAWING TITLE
B UPDATES TO BASIN SIZE AND LOCATION TB 29/02/2024 SCALE 1:500
500 THIS DOCUMENT MAY NOT BE COPIED OR PG TB 29/02/2024 EROSION AND SEDIMENT CONTROL PLAN
ISSUED FOR USE TRANSMITTED IN ANY FORM OR BY ANY
A ORIGINAL ISSUE KR 10/10/2023 MEANS IN PART OR IN WHOLE WITHOUT
RPEQ / SIGNATURE (IF REQUIRED) EXISTING LEVELS CATCHMENT PLAN
NORTH
A3 THE WRITTEN CONSENT OF TOPO GROUP PROJECT No DRAWING No REVISION
REVISION DESCRIPTION APPROVED BY DATE PTY LTD. CPESC 6,374 23-0262 D01 A
B
Section 3
LEGEND: CATCHMENT AREAS:
RET
WALL
EXISTING CONTOURS (0.20m) EX2
WALL
RET
WALL
CATCHMENT 1 - 0.69 ha RET
WALL
RET
·
WALL
·
·
RET
RET
·
6
SITE CATCHMENT BOUNDARY WALL
PROBAB
RET
MGSD P D = 97m [AUSTR m (MIN)
CATCHMENT 2 - 0.24 ha
PREFER
WALL
S
PREFER PPROACH FROM
SMALL
ASD FOR
RET RET
WALL
IS
RET
VERTICA .
WALL WALL RET WALL
D FOR IN 73m [AUSTROA
RET RET
WALL RET
WALL
WALL WALL WALL
TANCES
RET
SMALL
EXTERNAL CATCHMENT
LE CONFL
RET RET
ER SISD
R
WALL WALL
RED =
CATCHMENT EX1 - 0.03 ha
E
A
L CURVE
TERSEC
WALL
RET
REWTALL RET
WALL L T
WALRE
REQUIRE OADS PART 4A-
FLOW DIRECTION REWTALL RET
ICT POIN
WALLL T
WALRE
CATCHMENT EX 2 - 0.50 ha
S
RET
TION IS
C
WALL
O N
ON NECE
MENTS
T
1
FI
CATCHMENT NAME
RMED TO
90
ROUN
DS PART
RET
SSARY TO
6
D -A
BE ABOV
-B
WALL
4A- TABLE m (MIN)
O UT IS = 64
TA
STOPPIN
BLE 3.2]
E MINIMU
RET
3.1]
G
TENANC
M
WALL 7
TENANC
Y3
Y1
RET
ESJ
CAJ
WALL
ESJ
GROUND
ES
EX
RET
J
SJ
EX
D
ES
J
SJ E
D
WALL
CARPAR
LINE OF SA
SJ
2
EC
RET
J
1
W CUT
EXSJD
ESJ
K
EX1
WALL
ESJ
ESJ
RET
ECJ
LINE OF SAW CUT
SMALL SM
ESJ
ESJ
EXSJD
ALL
ECJ ECJ
WALL
LINE OF SAW CUT
SMALL SM
AL
TENANC
L
RET
Y2
ESJ
ESJ
WALL
82.3m CLE
ESJ
PROBAB
EXSJD
EXSJD
COMMS
MSB
RET
AR SIGHT
ESJ
LE
ESJ
CONFLIC
FACILITIES
WALL
LINE OF SAW CUT
EOT
LINE
EXSJD ESJ
ESJ
T POINT
ESJ
RET
SMALL
WALL
EXSJD
ROOM
PUMP
LINE O
F SAW
VACUUM
PLANT
C UT
RET
GENERA
ESJ
LINE OF SA
WALL
TOR
EXSJD
ESJ
RET
W CUT EX
ESJ
WALL ECJ
6
RET
ECJ
WALL
RET
WALL
SJD
RET
WALL ESJ
RET
WALL
RET ESJ
WALL
EXSJD
ECJ
RET
WALL
EX
RET
SJ
D
ECES
·
··
·
··
··
··
·
·
EXSJD
·
28.3
SISD = 25
·
·
TOWARD
SIGHT D
SISD = (D 2]
4A- TABLE D IN ACCORDA
DETERM
mC
SAFE IN
SISD GO
VERTICA
LONGITU r
a = 2%
FOR
d = 0.46
ASSUME
V=
LEA
D T= 3 + 1. + V /(254x(d+0
+3.3 =
ISTANCE
20
RS
20
S EXIT):
T xV)/3
TE
IN
K
K
VERNS FO NOT ASS
Section 4
3.
IGH
E
L
m
R
m
DINAL G
D <20Km
S
C
/h
/h
5
E
.6
T LI
U
r
28.3m
CTION S
R
REQUIRE
V
NE
E
2
RADE +2
S
R LOW S
/hr SPE
[CAR AT
[AUSTR
TOPPI
MEN
NC
E
%
P
D
CLIENT PROJECT
0 10 COPYRIGHT C INTEGRAL CONSTRUCTION NOOSA HEALTH PRECINCT
TOPO GROUP PTY LTD
DRAWN DESIGNED DATE DRAWING TITLE
B UPDATES TO BASIN SIZE AND LOCATION TB 29/02/2024 SCALE 1:500
500 THIS DOCUMENT MAY NOT BE COPIED OR PG TB 29/02/2024 EROSION AND SEDIMENT CONTROL PLAN
ISSUED FOR USE TRANSMITTED IN ANY FORM OR BY ANY
A ORIGINAL ISSUE KR 10/10/2023 MEANS IN PART OR IN WHOLE WITHOUT
RPEQ / SIGNATURE (IF REQUIRED) FINAL LEVELS CATCHMENT PLAN
NORTH
A3 THE WRITTEN CONSENT OF TOPO GROUP PROJECT No DRAWING No REVISION
REVISION DESCRIPTION APPROVED BY DATE PTY LTD. CPESC 6,374 23-0262 D02 A
B
Section 5
PROVIDE CLEAN WATER
DIVERSION BUND TO DIRECT
RUNOFF AROUND SITE
CWB1
DWB1
SB1
TYPE D
INSTALL STABILISED
ENTRY/EXIT IN ACCORDANCE
WITH TYPICAL DETAIL.
TO ACHIEVE REQUIRED TYPE D VOLUME, RUNOFF
TO BE CAPTURED AND PONDED ON SITE. TOTAL
STORAGE VOLUME WITHIN SITE TO BE 775m³.
PONDING AREAS INDICATIVE ONLY, CONFIRM ON
SITE TO SUIT SEQUENCE OF WORKS. RUNOFF TO
BE PUMPED TO DEWATERING BASIN FOR
TREATMENT PRIOR TO DISCHARGE FROM SITE.
INSTALL STABILISED
ENTRY/EXIT IN ACCORDANCE
SB1
TYPE D WITH TYPICAL DETAIL.
ANY AREAS WITH ERODIBLE
MATERIAL ARE TO BE CAPPED
WITH STABLE GRAVELS SB1
TYPE D
PROVIDE INLET PROTECTION TO
EXISTING PIT. ENSURE FLOW CAN
ENTER PIT AND DOES NOT BYPASS
INSTALL SEDIMENT FENCE
ON EDGE OF WORKS
LEGEND:
EXISTING CONTOURS (0.20m)
DIRTY WATER DRAIN
DIRTY WATER DIVERSION BERM
PROVIDE DIRTY WATER DIVERSION
CLEAN WATER DRAIN BUND TO DIRECT RUNOFF TO
DEWATERING
PONDING AREA BASIN
CLEAN WATER DIVERSION BERM SB1
TYPE D
BUND
FLOW DIRECTION
SEDIMENT FENCE
INSTALL LINED DRAIN TO DIRECT
DWB1 CLEAN WATER FLOWS TO
GULLY INLET PROTECTION SB1 STORMWATER/BIO BASIN INLET
TYPE D
STABLE GRAVELS
FINAL SURFACE TREATMENT
STABLE ENTRY/EXIT
ROCK FILTER DAM
TYPE D PONDING AREA
DE-WATERING BASIN
CLIENT PROJECT
0 10 COPYRIGHT C INTEGRAL CONSTRUCTION NOOSA HEALTH PRECINCT
TOPO GROUP PTY LTD
DRAWN DESIGNED DATE DRAWING TITLE
B UPDATES TO BASIN SIZE AND LOCATION TB 29/02/2024 SCALE 1:500 THIS DOCUMENT MAY NOT BE COPIED OR PG TB 29/02/2024 EROSION AND SEDIMENT CONTROL PLAN
ISSUED FOR USE TRANSMITTED IN ANY FORM OR BY ANY
A ORIGINAL ISSUE KR 10/10/2023 MEANS IN PART OR IN WHOLE WITHOUT
RPEQ / SIGNATURE (IF REQUIRED) EXISTING LEVELS CONTROLS
NORTH
A3 THE WRITTEN CONSENT OF TOPO GROUP PROJECT No DRAWING No REVISION
REVISION DESCRIPTION APPROVED BY DATE PTY LTD. CPESC 6,374 23-0262 D03 A
B
Section 6
MAINTAIN CLEAN WATER
C
DIVERSION BUND TO DIRECT
TT W
SW
E
S
T
RUNOFF AROUND SITE
CWB1
COMP
TT W
RET
COMP
WALL
S
E
DWB1 RET
6
WALL
7
RET
WALL WALL
W
RET
COMP
RET
S
SW
WALL
E
TT
WALL
T
RET RET
WALL
RET
6
WALL
TT W
COMP
COMP
SB1
S
E
S
RET TYPE D
WALL
RET
WALL
TT W
COMP
S
E
SW
T
MAINTAIN STABILISED
TT W
COMP
S
COMP
S
ENTRY/EXIT IN ACCORDANCE
E
WITH TYPICAL DETAIL.
W
6
COMP
S
T
T
SW
E
TO ACHIEVE REQUIRED TYPE D VOLUME, RUNOFF
COMPW
S
TO BE CAPTURED AND PONDED ON SITE. TOTAL
T
S
COMP
E
STORAGE VOLUME WITHIN SITE TO BE 775m³.
T W
COMP
S
PONDING AREAS INDICATIVE ONLY, CONFIRM ON
T
TENANC
E
7
SW
SITE TO SUIT SEQUENCE OF WORKS. RUNOFF TO
TENANC
COMP
COMPW
Y3
BE PUMPED TO DEWATERING BASIN FOR
S
TT
S
E
TREATMENT PRIOR TO DISCHARGE FROM SITE
Y1
T W
COMP
S
COMP
TT
E
MAINTAIN STABILISED
COMPW
ENTRY/EXIT IN ACCORDANCE
S
T
SB1
S
SW
E
TYPE D WITH TYPICAL DETAIL.
T W
S
COMP
T
ANY AREAS WITH ERODIBLE
COMP
E
MATERIAL ARE TO BE CAPPED
COMPW
S
WITH STABLE GRAVELS SB1
TT
S
E
SW
TYPE D
6
TT W
S
COMP
MAINTAIN INLET PROTECTION TO
T
COMP
E
SW
EXISTING PIT. ENSURE FLOW CAN
TT W
COMP
S
ENTER PIT AND DOES NOT BYPASS
S
E
SW
SW
TW
S
TT COMP
SW
E
MAINTAIN SEDIMENT FENCE
COMP
W
TT P
ON EDGE OF WORKS
S
COM S
LEGEND:
TENANC
SW
W
COMP
S
T
SW
Y2
T
EXISTING CONTOURS (0.20m)
COMP
W
COMP
S
SW
TT
S
DIRTY WATER DRAIN
SW
W
COMMS
COMP
SW
MSB
S
TT
T
E
DIRTY WATER DIVERSION BERM
COMP
W
COMP
SW
S
TT
FACILITIES
S
EOT
E
PROVIDE DIRTY WATER DIVERSION
W
SW
CLEAN WATER DRAIN
SW
COMP
T
S
T
BUND TO DIRECT RUNOFF TO
DE-WATERING
PONDING AREA
E
W
SW
BASIN
COMP
COMP
TT
CLEAN WATER DIVERSION BERM
S
S
SB1
ROOM
PUMP
E
TYPE D
SW
VACUUM
W
PLANT
COMP
TT
T
S
SW
BUND
E
E
SW
W
COMP
GENERA
TT
MP
S
S
CO
FLOW DIRECTION
COMP
TOR
E
SW
W
COMP
T
T
S
E
COM
E
SEDIMENT FENCE
SW
SW
MP
W
COMP
TT
CO
P
S
S
6
MAINTAIN LINED DRAIN TO DIRECT
SW
E
COMP
SW
DWB1
W
GULLY INLET PROTECTION CLEAN WATER FLOWS TO
E
COMP
S
SB1
STORMWATER/BIO BASIN INLET
MP
TYPE D
SW
E
COM
CO
W
SW
COMP
STABLE GRAVELS
P
S
S
SW
E
SW
W
Section 7
COMP
COM
T
S
MP
FINAL SURFACE TREATMENT CO
W CO
P
E
COMP
COM
E
COMP
CO
SW
P
S
S
MP
STABLE ENTRY/EXIT CO
W
SW
MP
COM
T
COMP
S
P
E
ROCK FILTER DAM
T
COMP
CO
CO C
MP OM
MP
S
S
P
MP
SW
CO CO
CO
W
MP
E
T
TYPE D PONDING AREA
M
COM
SW
P
CO
CO
S
C
P
DE-WATERING BASIN
CLIENT PROJECT
0 10 COPYRIGHT C INTEGRAL CONSTRUCTION NOOSA HEALTH PRECINCT
TOPO GROUP PTY LTD
DRAWN DESIGNED DATE DRAWING TITLE
B UPDATES TO BASIN SIZE AND LOCATION TB 29/02/2024 SCALE 1:500 THIS DOCUMENT MAY NOT BE COPIED OR PG TB 29/02/2024 EROSION AND SEDIMENT CONTROL PLAN
ISSUED FOR USE TRANSMITTED IN ANY FORM OR BY ANY
A ORIGINAL ISSUE KR 10/10/2023 MEANS IN PART OR IN WHOLE WITHOUT
RPEQ / SIGNATURE (IF REQUIRED) EARTHWORKS CONTROLS
NORTH
A3 THE WRITTEN CONSENT OF TOPO GROUP PROJECT No DRAWING No REVISION
REVISION DESCRIPTION APPROVED BY DATE PTY LTD. CPESC 6,374 23-0262 D04 A
B
The text continues on section 8.