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SEDIMENT CONTROL
1. ALL SEDIMENT AND EROSION CONTROL MEASURES TO BE IN ACCORDANCE WITH INTERNATIONAL EROSION CONTROL ASSOCIATION
(IECA) AUSTRALIA GUIDELINES AND THE SPECIFICATIONS.
1. SEDIMENT AND EROSION CONTROL DETAILS SHOWN ARE MINIMUM REQUIREMENTS. IT IS THE CONTRACTORS RESPONSIBILITY TO
INSTALL ADDITIONAL CONTROL MEASURES AS DEEMED NECESSARY THROUGHOUT CONSTRUCTION.
2. THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN ALL SEDIMENT CONTROL DEVICES IN A FUNCTIONAL ORDER AND REPLACE ALL
BLOCKED SEDIMENT DEVICES AS REQUIRED UNTIL SUCCESSFUL OFF MAINTENANCE OF WORKS.
3. CONSTRUCTION OF ALL SEDIMENT MANAGEMENT DEVICES TO THE SATISFACTION OF THE SUPERINTENDENT. SHALL BE COMPLETE
AND EFFECTIVE PRIOR TO:
a. STRIPPING OF TOPSOIL AND GRASS.
b. BULK EARTHWORKS TO THE SITE.
BE
c. SERVICES INSTALLATION.
PROVIDE TURFED CATCH DRAIN TO
R
d. PAVEMENT CONSTRUCTION
RI
P
CONVEY CLEAN RUNOFF AROUND SW 5. ALL SEDIMENT MANAGEMENT MEASURES ARE TO REMAIN IN PLACE UNTIL INSTRUCTION IS RECEIVED IN WRITING FROM THE
M
DISTURBED SITE AREAS AS PER SUPERINTENDENT TO REMOVE ALL OR PART OF THE SILT CONTROL APPLICATIONS.
A
6. THE BULK EARTHWORKS AND SEDIMENT CONTROL LAYOUT PLAN SHALL BE READ IN CONJUNCTION WITH THE APPROVED DRAWING
IECA STD DWG CD-01 & CD-03
RO
7. PRIOR TO COMMENCEMENT OF CONSTRUCTION APPROVAL IS TO BE OBTAINED FROM THE SUPERINTENDENT FOR THE LOCATION O
37.09
P
SW THE SITE ACCESS POINT AND WASH DOWN AREA WHICH ARE TO BE MAINTAINED THROUGHOUT THE CONSTRUCTION PERIOD.
W
8. IF SEDIMENT AND EROSION CONTROL DEVICES HAVE BEEN FOUND TO BE DIFFERENT OR FAILED IN SERVICE, CORRECTIVE ACTION
TO BE UNDERTAKEN IMMEDIATELY WHICH MAY INCLUDE AMENDMENTS' ADDITIONS TO THE ORIGINAL APPROVED EROSION CONTRO
PLANS. SUCH AMENDMENTS ARE TO BE APPROVED BY SUPERINTENDENT, IF DEEMED NECESSARY AND RELEVANT.
9. OVERALL
> > > > > > > > > > > > > > > > a. TEMPORARY DRAINAGE CONTROL FLOWS SHOULD BE DIVERTED AROUND THE WORK SITE WHERE POSSIBLE.
b. ALL DRAINAGE, EROSION AND SEDIMENT CONTROLS TO BE INSTALLED AND BE OPERATIONAL BEFORE COMMENCING UP-SLOPE
PROVIDE SEDIMENT FENCING EARTHWORKS.
Grate
c. IN AREAS WHERE RUNOFF TURBIDITY IS TO BE CONTROLLED, EXPOSED SURFACES TO BE EITHER MULCHED, COVERED WITH
>
|S|
Grate
TO DOWNSTREAM SITE EROSION CONTROL BLANKETS OR TURFED IF EARTHWORKS ARE EXPECTED TO BE DELAYED FOR MORE THAN 14 DAYS.
BOUNDARY AS PER NSC STD
Grate
>
DWG ESC-04 & ESC-05 SEDIMENT FENCE
P
SW
10. FOR SEDIMENT FENCE STANDARD DETAIL AND SPECIFICATION REFER TO NOOSA SHIRE COUNCIL STANDARD DRAWING ESC-04 AND
|S|
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ESC-05, OR ALTERNATIVELY INTERNATIONAL EROSION CONTROL ASSOCIATION AUSTRALASIA (IECA) BEST PRACTICES STANDARD
>
10 DRAWINGS SF-01 AND SF-02 SEDIMENT FENCE.
IL 0Ø
33 P
>
.9 V C TEMPORARY CONSTRUCTION ENTRY/EXIT
8
11. FOR CONSTRUCTION ENTRY / EXIT STANDARD DETAIL AND SPECIFICATION REFER TO NOOSA SHIRE COUNCIL STANDARD DRAWING
|S|
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ESC-01, OR ALTERNATIVELY INTERNATIONAL EROSION CONTROL ASSOCIATION AUSTRALASIA (IECA) BEST PRACTICES STANDARD
>
10 DRAWINGS EXIT-01 AND EXIT-02 CONSTRUCTION EXIT - ROCK PAD (CONSTRUCTION SITES ONLY), EXIT-03 - ROCK PADS FOR BUILDIN
IL 0Ø
33 P
.1 VC
SITES AND EXIT-04 AND EXIT-05 CONSTRUCTION EXIT - VIBRATION GRID.
>
2
|S|
34.26
P 10 CATCH DRAIN
SW IL 0Ø 12. FOR CATCH DRAIN STANDARD DETAIL AND SPECIFICATION REFER TO INTERNATIONAL EROSION CONTROL ASSOCIATION AUSTRALA
>
32 P
.9 VC
8
(IECA) BEST PRACTICES STANDARD DRAWING CD-01 CATCH DRAINS AND CD-03 CATCH DRAINS - TURF LINED.
>
GRASSED FILTER STRIP
|S|
13. FOR GRASS FILTER STRIP STANDARD DETAILS AND SPECIFICATION REFER TO INTERNATIONAL EROSION CONTROL ASSOCIATION
AUSTRALASIA (IECA) BEST PRACTICES STANDARD DRAWING GFS-01 AND GFS-02 GRASS FILTER STRIPS.
>
REVEGETATION
|S|
>
14. FOR REVEGETATION STANDARD SPECIFICATION REFER TO INTERNATIONAL EROSION CONTROL ASSOCIATION AUSTRALASIA (IECA)
BEST PRACTICES STANDARD DRAWING R-01 REVEGETATION GENERAL.
|S|
>
OPERATION AND MAINTENANCE
|S|
15. IN ACCORDANCE WITH NC ESC GUIDELINES, ALL ESC MEASURES SHALL BE INSPECTED:
>
32.43
|S| · AT LEAST DAILY (WHEN WORK IS OCCURRING ON SITE) OR WEEKLY (WHEN WORK IS NOT OCCURRING ON SITE)
|S| |S| |S| |S| |S| |S| |S| |S| · WITHIN 24 HOURS OF EXPECTED RAIN; AND
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· WITHIN 18 HOURS OF A RAINFALL EVENT (I.E. AN EVENT OF SUFFICIENT INTENSITY AND DURATION TO MOBILISE SEDIMENT ON SI
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31.59
16. IN ACCORDANCE WITH NC ESC GUIDELINES, MAINTENANCE OF ESC MEASURES SHALL OCCUR IN ACCORDANCE WITH THE FOLLOWI
31.50
TABLE:
2 x 100Ø PVC
31.84
31.39
IL32.07
MH (Not Located) MAINTENANCE SCHEDULE
Plotted from Unitywater
31.12
Records TIMEFRAME FOR COMPLETION
ESC MEASURES MAINTENANCE TRIGGER
OF MAINTENANCE
SEDIMENT BASIN WHEN SETTLED SEDIMENT EXCEEDS THE WITHIN 7 DAYS OF THE
(WHERE UTILISED) VOLUME OF THE SEDIMENT STORAGE INSPECTION
ZONE (SEE COUNCIL'S SEDIMENT BASIN
DESIGN GUIDELINES
OTHER ESC MEASURES THE CAPACITY OF ESC MEASURES IS BY THE END OF THE DAY
EXCEEDED
PROVIDE SEDIMENT FENCING REPORTING
TO DOWNSTREAM SITE PROVIDE TURFED FILTER STRIP 17. CONTRACTOR IS TO PROVIDE AN UPDATED PROGRAM OF ESC MAINTENANCE AND CONTROL OF ALL STAGES OF WORK FOR APPRO
BOUNDARY AS PER NSC STD ALONG KERB DOWNSTREAM OF BY THE SUPERINTENDENT.
DWG ESC-01 SITE AS PER IECA STD DWG GFS-01
LEGEND
BOTTLEBRUSH AVE |S| SEDIMENT FENCE
> > DIVERSION SWALE
SEDIMENT AND EROSION CONTROL:
CONSTRUCTION ENTRY CONTRACTOR TO ALLOW FOR PROVISION OF ALL REQUIRED
SEDIMENT AND EROSION CONTROL DEVICES IN ACCORDANCE
WITH IECA AND NOOSA SHIRE COUNCIL POLICIES AND
TURF FILTER STRIP GUIDELINES
North Point Approved Project Address Title
37 BOTTLEBRUSH AVENUE EROSION AND SEDIMENT CONTROL PLAN
E 14.11.24 OPW AMMENDMENT TS MP N NOOSA HEADS
D 15.03.23 RFI UPDATE BRP NW For and on behalf of RECOR Pty Ltd.
C 29.11.25 RFI UPDATE BRP NW Scale ENGINEERING & PROJECT SERVICES Client Details Project Name Sheet Size
SUNSHINE COAST | BRISBANE
B 10.10.22 RFI UPDATE BRP NW 1:100 0 1 2 3 4m www.recor.au | ABN 89 647 469 707 S & J KNOBEL RESIDENTIAL UNIT DEVELOPMENT A1
A 12.05.22 MCU / OPW ISSUE BRP NW COPYRIGHT © This drawing is subject to copyright in accordance with the agreement between RECOR Pty Ltd and RECOR's Project Number Drawing Number Revision
Rev Date Revision Description Drawn Check DO NOT SCALE, IF IN DOUBT ASK
client. This drawing shall only be used for this specific project. This drawing shall not be used for construction until marked as
'Issued For Construction' in the revision description. 20220051 C20 A
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