Original source · versioned page text
20220078 Wyandra St SWMP
Original PDF page 17, section 1. The text section number identifies this passage in the reader.
OP WORKS
NOT FOR CONSTRUCTION
INSTALLATION
1. REFER TO INTERNATIONAL EROSION CONTROL ASSOCIATION
AUSTRALASIA (IECA) BEST PRACTICES STANDARD DRAWINGS
300mm
EXIT-01 AND EXIT-02 CONSTRUCTION EXIT - ROCK PAD
MIN
(CONSTRUCTION SITES ONLY), EXIT-03 - ROCK PADS FOR
FLOW CONTROL BERM INCORPORATED INTO THE BUILDING SITES AND EXIT-04 AND EXIT-05 CONSTRUCTION EXIT -
ROCK PAD IF THE THE PAD RECEIVES RUNNOFF VIBRATION GRID FOR FURTHER DETAIL.
MINIM FROM THE BUILDING SITE (LOCATION MAY VARY). 2. INSPECT ALL SITE ENTRY AND EXIT POINTS PRIOR TO
UM LE
NGTH
10M FORECAST RAIN, DAILY DURING EXTENDED PERIODS OF
RAINFALL, AFTER RUNOFF-PRODUCING RAINFALL, OR
OTHERWISE AT FORTNIGHTLY INTERVALS.
40 - 75mm CRUSHED ROCK MAKE
)
UP-SLOPE RUNOFF DIRECTED
IN
3. IF SAND, SOIL, SEDIMENT OR MUD IF TRACKED OR WASHED
FOR P FOOTPATH
(M
TO AN APPROPRIATE EDEST S ONTO THE ADJACENT SEALED ROADWAY, THEN IT MUST BE
RIAN T AFE
0m
SEDIMENT TRAP. RAFFIC REMOVED USING A SHOVEL AND THEN A STIFF BRISTLED
2.
.
TH
BROOM, AND THEN BY A VACUUM IF AVAILABLE.
ID
4. IF NECESSARY FOR SAFETY REASONS, THE ROADWAY SHALL
Y
KERB
W
AR
ONLY BE WASHED CLEAN AFTER ALL REASONABLE EFFORTS
D
N
HAVE BEEN TAKEN TO SHOVEL AND SWEEP THE MATERIAL
U
BO
FOOTPATH FROM THE ROADWAY.
TY
200mm
5. WHEN THE VOIDS BETWEEN THE ROCK BECOMES FILLED WITH
R
150 -
PE
MATERIAL AND THE EFFECTIVENESS OF THE ROCK PAD IS
O
GEOTEXTILE FILTER ROADWAY
PR
REDUCED TO A POINT WHERE SEDIMENT IS BEING TRACKED
FABRIC (MANDATORY
OFFSITE, A NEW 100mm LAYER OF ROCK MUST BE ADDED AND
WHEN WORKING ON
/OR THE ROCK PAD MUST BE EXTENDED.
CLAY SOILS).
6. ENSURE ANY ASSOCIATED DRAINAGE CONTROL MEASURES
(E.G. FLOW CONTROL BERM) ARE MAINTAINED IN ACCORDANCE
WITH THEIR DESIRED OPERATIONAL CONDITIONS,
7. DISPOSE OF SEDIMENT AND DEBRIS IN A MANNER THAT WILL
E1 TEMPORARY CONSTRUCTION ENTRY/EXIT NOT CREATE AN EROSION OR POLLUTION HAZARD.
C10 SECTION NOT TO SCALE
INSTALLATION:
FILTER SOCKS MAY NEED TO FULLY SURROUND THE INLET TO
INTERCEPT SEDIMENT RUNOFF FROM THE ROAD AND VERGE. 1. REFER TO APPROVED PLANS FOR LOCATION, EXTENT AND CONSTRUCTION DETAILS. IF THERE
ARE QUESTIONS OR PROBLEMS WITH THE LOCATION, EXTENT, OR METHOD OF INSTALLATION
CONTACT THE ENGINEER OR RESPONSIBLE ON-SITE OFFICER FOR ASSISTANCE.
2. ENSURE THAT INSTALLATION OF THE SEDIMENT TRAP WILL NOT CAUSE UNDESIRABLE SAFETY
OR FLOODING ISSUES.
PVC PIPE SPACERS. 3. INSTALL SEDIMENT TRAP IN ACCORDANCE WITH THIS PLAN, OR AS DIRECTED BY THE SITE
SUPERINTENDANT.
4. MINIMUM HEIGHT OF SEDIMENT BARRIER IS 150mm AND MINIMUM SPACING FROM SIDE ENTRY
KERB INLET IS 125mm.
5. ENSURE THE SEDIMENT TRAP FULLY ENCLOSES THE KERB INLET. USE APPROPRIATE SPACERS
TO ENSURE THE SEDIMENT TRAP DOES NOT BLOCK THE SIDE ENTRY INLET.
6. IF NECESSARY, INSTALL ADDITIONAL 'ON-GRADE' KERB INLET SEDIMENT TRAPS UPSTREAM OF
SAG INLET TO ADEQUATELY RETAIN THE EXPECTED QUANTITY OF SEDIMENT RUNOFF.
7. TAKE ALL NECESSARY MEASURES TO MINIMISE THE SAFETY RISK CAUSED BY THE STRUCTURE.
8. REMOVE ONLY ONCE UPSLOPE DRAINAGE AREA HAS BEEN FULLY STABILISED. REMOVE ALL
FILTER SOCK SIDE INLET REMAINS MATERIALS INCLUDING DEPOSITED SEDIMENT AND DISPOSE OF IN MANNER THAT WILL NOT
OPEN. CAUSE AN EROSION OR POLLUTION HAZARD,
GULL GRATE WRAPPED IN NON
WOVEN FILTER FABRIC (MINIMUM,
BIDIM A34 OR EQUIVALENT).
MAINTENANCE: 13/07/2022
EA ID: 2557785
1. INSPECT ALL SEDIMENT TRAPS DAILY AND IMMEDIATELY AFTER RUNOFF PRODUCING RAINFALL RPEQ: 26443
AND MAKE REPAIRS AS NEEDED
2. REMOVE COLLECTED SEDIMENT REGULARLY AND DISPOSE OF IN MANNER THAT WILL NOT DO NOT SCALE, IF IN DOUBT ASK!
CAUSE AN EROSION OR POLLUTION HAZARD.
E3 SAG INLET FILTER SOCK SEDIMENT TRAP 3. ENSURE SEDIMENT DOES NOT ENTER THE STORMWATER DRAIN DURING DESILTING
C10 ORTHOGRAPHIC NOT TO SCALE
OPERATIONS AND MAINTENANCE OF THE TRAP
4. SEDIMENT ON THE ROAD SHALL BE REMOVED IMMEDIATELY IF IT REPRESENTS A SAFETY
HAZARD
C 11/07/22 ISSUE FOR OPW BP NW
B NOT USED
X)
G (MA
A NOT USED
SPACIN OUR, Rev Date Description By Chk
C E D AT 20m THE CONT PE
RNS' P
LA
D ALO
'RETU IS LOCATE DEPENDING
NG ON SL
O
INSTALLATION
CE 10m
IF FEN 5 TO 1.5
RWISE m
OTHE (M
IN 1. REFER TO INTERNATIONAL EROSION CONTROL ASSOCIATION
) AUSTRALASIA (IECA) BEST PRACTICES STANDARD DRAWINGS
EXIT-01 AND EXIT-02 CONSTRUCTION EXIT - ROCK PAD
(CONSTRUCTION SITES ONLY), EXIT-03 - ROCK PADS FOR
BUILDING SITES AND EXIT-04 AND EXIT-05 CONSTRUCTION EXIT -
G [email protected]
CKIN VIBRATION GRID FOR FURTHER DETAIL.
E BA
W IT H WIR (MAX) 2. INSPECT ALL SITE ENTRY AND EXIT POINTS PRIOR TO 37 MARY ST NOOSAVILLE, QLD
AX) E 2m FORECAST RAIN, DAILY DURING EXTENDED PERIODS OF
07 5211 1003
3m (M HERWIS RAINFALL, AFTER RUNOFF-PRODUCING RAINFALL, OR
DI OT OTHERWISE AT FORTNIGHTLY INTERVALS.
RE Client
CT 3. IF SAND, SOIL, SEDIMENT OR MUD IF TRACKED OR WASHED
IO FORDE PROPERTY
N ONTO THE ADJACENT SEALED ROADWAY, THEN IT MUST BE
OF REMOVED USING A SHOVEL AND THEN A STIFF BRISTLED
FL Project Name
OW BROOM, AND THEN BY A VACUUM IF AVAILABLE. RESIDENTIAL DUPLEX DEVELOPMENT
4. IF NECESSARY FOR SAFETY REASONS, THE ROADWAY SHALL 6 WYANDRA STREET
ONLY BE WASHED CLEAN AFTER ALL REASONABLE EFFORTS NOOSA HEADS
HAVE BEEN TAKEN TO SHOVEL AND SWEEP THE MATERIAL
ALL SUPPORT POSTS PLACED FROM THE ROADWAY.
5. WHEN THE VOIDS BETWEEN THE ROCK BECOMES FILLED WITH Title
DOWN-SLOPE OF FABRIC
MATERIAL AND THE EFFECTIVENESS OF THE ROCK PAD IS EROSION AND SEDIMENT CONTROL DETAILS
FABRIC REDUCED TO A POINT WHERE SEDIMENT IS BEING TRACKED
BURIED SEDIMENT FENCE FABRIC, OFFSITE, A NEW 100mm LAYER OF ROCK MUST BE ADDED AND
200mm NOT FILTER CLOTH OR SHADE /OR THE ROCK PAD MUST BE EXTENDED.
6. ENSURE ANY ASSOCIATED DRAINAGE CONTROL MEASURES
CLOTH
(E.G. FLOW CONTROL BERM) ARE MAINTAINED IN ACCORDANCE
WITH THEIR DESIRED OPERATIONAL CONDITIONS,
7. DISPOSE OF SEDIMENT AND DEBRIS IN A MANNER THAT WILL Project No. Discipline Status
NOT CREATE AN EROSION OR POLLUTION HAZARD. 20220078 OPW
CIVIL
E4 SEDIMENT FENCE Designed By
BRP
Drawn By
BRP
Scale
1:100 (at
A1)
C10 ORTHOGRAPHIC NOT TO SCALE
Drawing No. Revision
C11 C
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