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Appendix A - Design DA Drawings
Attached to the e-mail MCU15/0095 & REC15/0022 IDAS Forms, Report & Plans (1 of 3).
Original PDF page 8, section 1. The text section number identifies this passage in the reader.
22/09/2015 8:03:29 AM
SEDIMENT AND EROSION CONTROL NOTES: STOCKPILES N
WALT
GENERAL 1. STOCKPILES ARE NOT TO BE STORED ON THE FOOTPATH OR THE ROAD RESERVE, UNLESS APPROVED
BY COUNCIL.
2. WHERE NECESSARY STOCKPILE LOSSES CAN BE MINIMISED WITH THE USE OF COVERS.
ER HA
1. ALL SEDIMENT & EROSION CONTROL MEASURES TO BE IN
ACCORDANCE WITH LOCAL COUNCIL'S GUIDE LINES. 3. ALL STOCKPILES AND BUILDING MATERIAL SHALL BE LOCATED WITHIN THE SEDIMENT CONTROL ZONE.
TO MINIMISE EROSION AND THE LOSS OF SAND AND SOIL, STOCKPILES SHALL NOT BE LOCATED WITHIN
4. AN OVERLAND FLOW PATH. IF IT IS IMPRACTICAL TO AVOID STORMWATER RUNOFF BEING DIRECTED TO
PRIOR TO THE COMMENCEMENT OF CONSTRUCTION
Y
A STOCKPILE, THEN A PERIMETER BANK SHALL BE CONSTRUCTED UP SLOPE OF THE STOCKPILE TO
DRIVE
1. AVOID STRIPPING & EXCAVATING UNTIL READY TO BUILD. DIRECT RUNOFF IN A CONTROLLED MANNER AROUND THE STOCKPILE. RPD
SITE ENTRY
REFER FIGURE 2 2. INSTALL SEDIMENT FENCES. LOT 30 on SP 170751
SITE EXIT BULK EARTHWORKS SEDIMENT BARRIERS TOTAL SITE AREA: 5018m²
REFER FIGURE 2 1. AVOID STRIPPING & EXCAVATING UNTIL READY TO BUILD. 1. SEDIMENT FENCE
2. CONSTRUCTION OF AN ENTRY/EXIT POINT TO THE SITE SHALL BE MANAGED SO THAT INSTALL SEDIMENT FENCE(S) ALONG THE LOW SIDE OF THE SITE, AND IDEALLY ALONG A LINE OF
SEDIMENT IS NOT TRACKED OFF THE SITE. CONSTANT LAND LEVEL TO PREVENT THE CONCENTRATION OF STORMWATER RUNOFF.
3. TOPSOIL SHALL BE STOCKPILED ON SITE FOR LATER USE. IN AREAS WHERE IT IS EITHER UNDESIRABLE OR IMPRACTICAL TO BURY THE LOWER EDGE OF THE
4. WHERE PRACTICABLE MAINTAIN KERB VEGETATION IN A HEALTHY STATE DURING THE SEDIMENT FENCE, THE LOWER 200mm (MIN) PORTION OF THE FABRIC SHALL BE PLACED ON THE
CONSTRUCTION PROCESS. GROUND UP SLOPE OF THE FENCE AND BURIED UNDER A 100mm (MIN) LAYER OF AGGREGATE.
5. WHEN UP SLOPE WATER IS DIVERTED AROUND A WORK SITE IT SHALL BE DISCHARGED SEDIMENT FENCES ON BUILDING SITES CAN BE STAPLED TO APPROXIMATELY 40mm SQUARE
AS SHEET FLOW THROUGH AN UNDISTURBED AREA BESIDE THE WORKS. HARDWOOD POSTS OR WIRE TIED TO STEEL POSTS.
SERVICES TRENCHES 2. FIELD INLET GULLIES
EUMUNDI NOOSA ROAD SEDIMENT CONTROLS FOR STORMWATER INLETS LOCATED WITHIN THE PROPERTY BOUNDARIES MAY
1. TO AVOID UNNECESSARY SOIL EROSION, SERVICE TRENCHES SHALL BE BACK CONSIST OF GEOTEXTILE FABRIC PLACED EITHER DIRECTLY OVER THE GRATED INLET OR AROUND
FILLED, CAPPED AND COMPACTED TO A LEVEL AT LEAST 75-100mm ABOVE THE THE INLET SUPPORT BY A TIMBER FRAME. FIELD INLET PROTECTION IS NECESSARY WHERE INLETS
ADJOINING GROUND LEVEL. DRAIN AREAS OF BARE AND UNPROTECTED SOIL. DURING STORMS, PONDING SHALL BE ALLOWED TO
OCCUR AROUND THE STORMWATER INLET TO ASSIST IN THE SETTLING OUT OF SEDIMENTS.
BUILDING OPERATIONS
SITE PLAN 1. ERODABLE MATERIAL MISTAKENLY PLACED WITHIN THE ROAD RESERVE (INCLUDING
ACCIDENTAL SPILLAGE AND TRACKING OF SUCH MATERIALS ONTO THE ROAD) THAT
3. PAVEMENT INLET GULLY
A ROADSIDE INLET BARRIER IS TO BE INSTALLED, SO THAT IT SHALL NOT BE ALLOWED TO FULLY BLOCK
NTS THE INLET STRUCTURE.
CANNOT BE PREVENTED THROUGH REASONABLE MEANS, MUST BE: ON A HILLSIDE, SEDIMENT BARRIERS MAY CONSIST OF A TEMPORARY DAM CONSTRUCTED FROM SAND
(a) REMOVED IMMEDIATELY IF RAINFALL IS IMMINENT OR OCCURRING. AND GRAVEL BAGS AT LEAST 4 METRES UP SLOPE FROM THE GULLY INLET.
(b) REMOVED PRIOR TO THE END OF THE DAY'S WORK IF RAINFALL IS NOT EXPECTED.
2. MATERIALS SHALL BE SWEPT FROM THE ROAD, NOT WASHED DOWN THE GUTTER.
3. ALL SOLID WASTE SHALL BE STORED ON SITE IN SUCH A MANNER THAT IT IS
PREVENTED FROM LEAVING THE SITE EITHER BY THE ACTION OF WIND OR WATER. MAINTENANCE
4. SMALLER MATERIALS, SUCH AS LITTER, SHALL BE CONTAINED IN COVERED BINS OR
NOTES: 1. SEDIMENT FENCES SHALL BE REPLACED IF THE FABRIC IS RIPPED OR OTHERWISE DAMAGED. THE
LITTER TRAPS FORMED ON THREE SIDES BY A GEOTEXTILE WIND BREAK.
1. BUNDING TO BE POSITIONED AS REQUIRED TO SUIT WORKING & COUNCIL MAINTENANCE OF THE SEDIMENT FENCES INCLUDES THE REMOVAL OF SEDIMENT DEPOSITED UP
5. CONCRETE WASTE WASHED FROM TRUCKS AND MIXERS UNITS SHALL BE
REQUIREMENTS SO AS NOT TO CAUSE NUISANCE & POLLUTION TO COUNCIL SLOPE OF THE FENCE AND RETRENCHING THE FABRIC WHEN THE FENCE IS 25% FULL.
CONTAINED ON SITE AND SHALL NOT BE PLACED IN A POSITION WHERE IT COULD
FOOTWAYS & ASSOCIATED AREAS. 2. FOLLOWING STORM EVENTS, THE ROAD RESERVE AND ALL SEDIMENT BARRIERS SHALL BE
REASONABLY BE EXPECTED TO WASH FROM THE SITE AND HARM THE
2. SECURE & CLEAN ALL WORK AREAS AT COMPLETION OF EACH DAY. ENVIRONMENT. INSPECTED AND ANY EXCESSIVE SEDIMENT RESIDUE SHALL BE APPROPRIATELY REMOVED.
3. SITE ACCESS POINTS ARE TO BE CONTROLLED BY THE BUILDER WHO IS TO ENSURE
TEMPORARY REMOVAL & REPLACEMENT OF SILTATION CONTROL METHODS AREA
SUFFICIENT TO ENSURE COMPLIANCE WITH THESE CONTROLS. SITE REHABILITATION
4. SILT FENCE SHALL NOT BE REMOVED UNTIL SITE HAS BEEN PAVED & SURFACED.
BUNDWALLS SHALL BE LOCATED AROUND ALL PITS & MAINTAINED UNTIL THE 1. ALL GROUND DISTURBED BY THE CONSTRUCTION ACTIVITY SHALL BE PROMPTLY
CATCHMENT AREA HAS BEEN PAVED. AND PROGRESSIVELY STABILISED SO IT CAN NO LONGER ACT AS A SOURCE OF
5. KERB DRAIN EXCLUDER SHALL INCORPORATE TRAFFIC CONTROL BARRICADES IN SEDIMENT.
ACCORDANCE WITH AS1742.3 - 1985, & SHALL NOT BE PLACED UNTIL WORKS ARE
6. BEING CARRIED OUT ON THE FOOTPATH AREA, OR AS OTHERWISE DIRECTED BY
COUNCIL.
7. ALL SEDIMENT TRAPS, EXCLUDERS, BUNDWALLS SHALL BE INSPECTED & CLEANED LEGEND A 16.09.15 BHL D.A. APPROVAL
revision date by description checked
AFTER EACH STORM EVENT. DAMAGED OR CLOGGED BUNDING ARE TO BE REMOVED AREA DEFINING EXTENT OF WORKS TO HAVE Figured dimensions to be taken in preference to scale readings
AND REPLACED. SEDIMENT AND EROSION CONTROLS INSTALLED
8. THE BUILDER SHALL CARRY OUT ANY ADDITIONAL WORKS DEEMED NECESSARY AND PROJECT MANAGERS
BERM (0.3m MIN. HIGH) DESIGNERS ||
DIRECTED BY COUNCIL TO BE CARRIED OUT. PLANNERS |
9. THE SEDIMENT CONTROL PLAN SHALL BE IMPLEMENTED PRIOR TO ANY WORKS BEING MIN LE EXISTING ENGINEERS |
CARRIED OUT ON SITE. CONSTRUCTION SITE NGTH
15m Head office - 17 Dover Street
ROADWAY Albion QLD 4010 Australia
DISTURBED AREA POSTS DRIVEN 0.6M
Email: [email protected]
Ph. 61 7 3854 2900
m
INTO GROUND H3 Fax. 61 7 3854 2999
WIRE OR STEEL MESH X. WIDT Copyright Tam Faragher & Associates Pty Ltd. This drawing including design & information
MA 0.2m MIN
C is covered by Copyright and all rights are reserved by Tam Faragher & Associates.
DIR 3m This document may not be copied, reproduced, retained or disclosed to any unauthorised
OF ECTIO GEOTEXTILE FILTER FABRIC person, either wholly or in part, without prior consent in writing from Tam Faragher &
KERB DRAIN FLO N Associates.
W ACN 054 486 743
project
GEOTEXTILE FABRIC
m
0.6 X DETAIL OF OVERLAP PROPOSED SERVICE STATION for SYNERGY
WRAP FILTER CLOTH MA
OVER GRATE.
PROPERTY PARTNERS. 123 EUMUNDI ROAD (Cnr
m 50 - 75mm GRAVEL OR
0.2 UNDISTURBED RECYCLED CONCRETE WALTER HAY DRIVE) NOOSAVILLE, QLD
AREA RUNOFF FROM PAD title
100Ø AG. PIPE WRAPPED IN FILTER DIRECTED TO EROSION & SEDIMENT CONTROL PLAN
KERB INLET CLOTH PLACED TO COVER THE
EXTENTS OF LINTEL OR BACKSTONE
FIG. 1. - SEDIMENT FENCE SEDIMENT
TRAP.
FIG. 2. - CONSTRUCTION EXIT/ENTRY
& FILLED WITH 20mm GRAVEL. MAINTENANCE:
PROTECTION THE ENTRANCE SHALL BE MAINTAINED SO THAT IT PREVENTS TYRES FROM TRACKING.
drawn
BHL
approved
ROB
date created
SEP 2015
scale
As indicated
DRESSING WITH ADDITIONAL AGGREGATE IF REQUIRED. status drawing no. rev.
REGULARLY REMOVE SEDIMENT FROM ROADWAY. D.A. ISSUE 15193 D07 A
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