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Erosion and sediment control plan
Attached to the e-mail Operational Works Application OPW21/0213 - 21 Nannygai Street Noosaville (Lot 54 on RP76937).
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Log in to see the plans as drawn SILT AND SEDIMENTATION NOTES MAINTENANCE OF PUBLIC ROADS
ALL CONSTRUCTION VEHICLES DEPARTING THE SITE SHALL HAVE THEIR TYRES WASHED DOWN.
DESIGNED IN ACCORDANCE WITH BEST PRACTICE EROSION AND SEDIMENT CONTROL (IECA AUSTRALASIA) AND REGULATORY AUTHORITIES
REQUIREMENTS. THE CONTRACTOR SHALL INSPECT THE PUBLIC ROADS ADJACENT TO THE SITE DAILY AND REMOVE ANY SOIL OR SILT DEPOSITS.
ALL WORK, FIXTURES, FITTINGS AND STRUCTURES SHALL COMPLY WITH AND BE CARRIED OUT TO BEST PRACTICE EROSION AND SEDIMENT THE CONTRACTOR SHALL PROVIDE A WASH-DOWN AREA AND ANY STORMWATER INLETS ADJACENT TO THIS AREA ARE TO BE PROTECTED FROM
CONTROL (IECA AUSTRALASIA) AND REGULATORY AUTHORITIES REQUIREMENTS. SILT INFILTRATION.
PROVIDE, INSTALL AND MAINTAIN ALL BARRIERS, GROSS POLLUTANT TRAPS, CONSTRUCTION EXITS. PUMP SUCTION PITS, POLLUTANT AND THE WASH-DOWN AREA SHALL BE LOCATED SUCH THAT SILTED WATER IS FILTERED PRIOR TO LEAVING THE SITE. SHOULD THE WATER POND IT
SEDIMENT TRAPS FENCES NECESSARY FOR THE CONTROL OF EROSION AND SEDIMENTATION WITHIN AND AROUND THE SITE DURING MUST BE TESTED IN ACCORDANCE WITH THE EROSION AND SEDIMENT CONTROL PROGRAM PRIOR TO DISPOSAL.
CONSTRUCTION. ALL IN ACCORDANCE WITH BEST PRACTICE EROSION AND SEDIMENT CONTROL (IECA AUSTRALASIA) AND REGULATORY
AUTHORITIES REQUIREMENTS.
EXACT DETAIL, TYPE AND EXTENT OF SEDIMENT FENCE SHALL BE DETERMINED ON SITE IN CONJUNCTION WITH REGULATORY AUTHORITY TO 1. CLEARING
ACHIEVE AND MAINTAIN A SUITABLE LEVEL OF PERFORMANCE FOR THE EXPECTED FLOWS, INCLUDING POSSIBLE OVERLAND FLOWS. - EARTH BANK AND TABLE DRAIN TO BE CONSTRUCTED ALONG THE TOP OF THE EXISTING BATTER.
- SEDIMENT FENCE, SAND BAGS AND EARTH RILLS TO BE ERECTED AS INDICATED OR REQUIRED.
PROVIDE AND INSTALL 700mm HIGH SEDIMENT FENCE AROUND SITE. EXACT EXTENT OF FENCE SHALL BE DETERMINED ON SITE IN CONJUNCTION - EXISTING GRASSED AREAS TO BE KEPT WHERE POSSIBLE.
WITH REGULATORY AUTHORITY. - SHAKE DOWN/WASH DOWN BAY AT ENTRY/EXIT POINT AS REQUIRED BY COUNCIL OFFICER.
PROVIDE AND INSTALL 450mm HIGH SEDIMENT FENCE COMPLETELY AROUND ALL OPEN STORMWATER PIPES AT THE END OF EACH DAYS WORK AND 2. EARTHWORKS
IMMEDIATELY PRIOR TO ANY STORM EVENT. - SEDIMENT FENCES, SEDIMENT BASINS AND EARTH RILLS WITHIN ROADS TO BE ERECTED AS INDICATED OR REQUIRED.
PROVIDE AND INSTALL 450mm HIGH SEDIMENT FENCE COMPLETELY AROUND ALL SWSs, GRATED TRENCHES AND GRATES. 3. SITE SERVICES
PROVIDE AND INSTALL CONSTRUCTION ENTRY / EXIT SEDIMENT CONTROL STRUCTURE. - CONTRACTOR TO ACCURATELY LOCATE ALL SITE SERVICES ON SITE PRIOR TO UNDERTAKING WORKS.
PROVIDE AND INSTALL SEDIMENT BARRIERS TO ALL EXISTING ROAD INLET GULLIES AFFECTED BY CONSTRUCTION. 4. STOCKPILE
CONSTRUCTION OF ALL SEDIMENT MANAGEMENT DEVICES SHALL BE COMPLETED AND EFFECTIVE PRIOR TO STRIPPING OF TOP SOIL AND GRASS, - STOCKPILING OF SOIL SHALL NOT OCCUR. ALL SPOIL MATERIALS TO BE REMOVED FROM SITE IMMEDIATELY AND DISPOSED OF APPROPRIATELY.
BULK EARTHWORKS TO SITE, AND SERVICE INSTALLATION. 5. ROADWORKS
ALL SEDIMENT MANAGEMENT DEVICES ARE TO REMAIN IN PLACE UNTIL WRITTEN NOTICE FROM LICENSING AND COMPLIANCE. - SEDIMENT FENCES TO ALLOTMENTS TO BE ERECTED.
- KERB INLET PROTECTION TO BE PROVIDED
BOTH TEMPORARY AND PERMANENT SEDIMENTATION MANAGEMENT DEVICES SHALL BE MAINTAINED AT A SUITABLE LEVEL / CONDITION - SAND BAGS SURROUND SAG GULLY PITS AS INDICATED
THROUGHOUT CONSTRUCTION. SEDIMENT FENCES ARE TO BE CLEANED OUT WHEN CAPACITY IS REDUCED BY 30%.
6. ALLOTMENTS
PRIOR TO COMMENCEMENT OF CONSTRUCTION, APPROVAL SHALL BE OBTAINED FROM LICENSING AND COMPLIANCE FOR THE LOCATION OF THE - MULCH AS DIRECTED AND TOPSOIL AND SEED ALLOTMENTS
SITE ACCESS POINT AND WASH DOWN AREA WHICH SHALL BE MAINTAINED THROUGHOUT THE CONSTRUCTION PERIOD. - SEDIMENT FENCES TO ALLOTMENTS TO BE RE-ERECTED
- COVERS TO GULLY GRATES TO BE REMOVED IF THE SUPERINTENDENT INDICATES THE GRASS STRIKE IS SUFFICIENT
IF EROSION AND SEDIMENT CONTROL DEVICES HAVE BEEN FOUND TO BE DEFICIENT OR FAILED IN SERVICE, DUE TO UNFORESEEN - ESTABLISHMENT OF 70% COVERAGE WITHIN 30 CALENDAR DAYS OF COMPLETION OF WORKS.
CIRCUMSTANCES. CORRECTIVE ACTION IS TO BE UNDERTAKEN IMMEDIATELY WHICH MAY INCLUDE AMENDMENTS / ADDITIONS TO THE ORIGINAL
EROSION CONTROL PLANS. SUCH ADDITIONS OR AMENDMENTS ARE TO BE APPROVED BY LICENSING AND COMPLIANCE OFFICE AND REGULATORY 7. MAINTENANCE PERIOD
AUTHORITY. - ALL ESC MEASURES SHALL BE INSPECTED.
- AT LEASE DAILY (WHEN WORK IS OCCURRING ON SITE) OR
THE INSTALLATION, REMOVAL, RELOCATION OR MODIFICATION TO EROSION AND SEDIMENT CONTROL DEVICES MAY BE MADE BY A LICENSING AND WEEKLY (WHEN WORK IS NOT OCCURRING ON THE SITE)
COMPLIANCE OFFICE AND REGULATORY AUTHORITY IF DEEMED NECESSARY AND RELEVANT. - WITHIN 24 HOURS OF EXPECTED RAIN, AND
- WITHIN 18 HOURS OF RAINFALL EVENTS
- ALL ESC MEASURES SHALL BE MAINTAINED THE SAME DAY WHEN THE CAPACITY OF THE ESC MEASURE FALLS BELOW 75%.
ALL MUD TRACKED ONTO COUNCIL ROADS SHALL BE BROOMED OFF IMMEDIATELY AND DISPOSED OF APPROPRIATELY (NOT WASHED OFF ONTO
COUNCIL STORMWATER SYSTEM) 8. ACID SULFATE SOILS (A.S.S)
ADDITIONAL SEDIMENT AND EROSION CONTROL MEASURES TO BE IMPLEMENTED DURING CONSTRUCTION WHERE AS DIRECTED BY COUNCIL
REPRESENTATIVE. - THE PROPOSED EXCAVATION VOLUME IS<100m3 AND THE SURFACE LEVELS ARE ABOVE 5m AHD, THEREFORE RISK OF ENCOUNTERING A.S.S IS LOW.
- SHOULD A.S.S. BE ENCOUNTERED AND IDENTIFIED THE RECOMMENDED PROCEDURE IN THE ACID SULFATE MANAGEMENT PLAN SHOULD BE FOLLOWED.
MESH AND INLET PROTECTION DEVICES TO ALL GULLY PITS TO BE REMOVED DURING CONSTRUCTION OF ROADWAYS. AFTER ROADS HAVE BEEN
COMPLETED CONTRACTOR TO ENSURE ALL GULLY GRATES ARE WRAPPED IN GEOFABRIC AND ROCK FILLED AGRICULTURAL PIPE PLACED ALONG 9. WATER QUALITY
LINTELS. (REFER DETAILS) - ALL WATER DISCHARGED FROM SITE NOT TO EXCEED TSS OF 50mg/L. SAMPLING FOR MONITORING PURPOSES TO BE CONDUCTED AT DISCHARGE POINT.
MESH AND INLET PROTECTION DEVICES TO FIELD INLETS TO REMAIN UNTIL SWALES HAVE BEEN TOPSOILED AND TURFED.
THE CONTRACTOR TO REMOVE GULLY PUT PROTECTION DEVICES AFTER SUCCESSFUL 'ON MAINTENANCE' INSPECTION. ENTRY / EXIT NOTES
THE CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE OF ALL SEDIMENT CONTROL DEVICES DURING CONSTRUCTION UNTIL AFTER SUCCESSFUL 1. TEMP CONSTRUCTION ENTRY/EXIT SEDIMENT TRAP
'ON MAINTENANCE' INSPECTION. 1.1 ADJACENT STORMWATER RUNOFF TO BE DIVERTED AWAY FROM ENTRY/EXIT.
1.2 WHEEL - WASH OR SPRAY UNIT MAY BE REQUIRED DURING WET WEATHER.
2. SAFETY ISSUES MUST BE CONSIDERED AT ALL TIMES. INCORPORATE TRAFFIC CONTROL DEVICES TO THE
SATISFACTION OF THE SUPERINTENDENT.
3. ALL DIMENSIONS IN MILLIMETERS UNLESS INDICATED OTHERWISE.
JESS B GABRILAITIS
RPEQ 23224
COPYRIGHT - The plans, CLIENT PROJECT TITLE
designs and information
contained in this document
ONE PROPERTY PROPOSED NEW DWELLING NOTES - SHEET 2
are the copyright of
Northside Engineering Pty
Ltd. Use or copying of the DEVELOPMENT (EROSION & SEDIMENT LOCATION
document in whole or in UNIT 7, LEVEL 1 CONTROL PLAN) 21 NANNYGAI STREET, NOOSAVILLE 4566
part without the written 87 WEBSTER ROAD
permission of Northside 12/07/21 ISSUE FOR APPROVAL STAFFORD QLD 4053 DESIGN DRAWN CHECKED SCALE SHEET JOB NUMBER SHEET OF ISSUE
04235-ESC
A
Engineering constitutes an
infringement of copyright. DATE DESCRIPTION ISSUE
PH. 07 3053 3183
E. [email protected] DR/TZ DR TZ NTS A3 2 4 A
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