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24-099 RENE (58) - Fullset [B]
DETAILS PROVIDED BY IECA (2008)
FABRIC
FABRIC B WOVEN OR 2000 MM (MAX) WITHOUT
POST
CLEAN COMPOSITE SUPPORT WIRE
FABRIC SAND OR POST POST SEDIMENT
AGGREGATE B A FENCE FABRIC POST
BACK FILL
200 (MIN)
FABRIC A
200 MM FABRIC TO FOLD AROUND EACH STAKE ONE FULL TURN.
STAKE B TO BE DRIVE TIGHTLY AGAINST STAKE A.
SOIL THE TOPS OF BOTH STAKES TO BE SECURED WITH WIRE.
LOCATION OF FENCE RELATIVE TO BASE OF SLOPE
ANCHORING BASE OF FABRIC JOINING FABRIC - METHOD 1
SHEET FLOW
FABRIC
STRAW BALE STAPLE/TACK FABRIC B
3000 MM (MAX) WITH TOP WIRE
SEDIMENT FABRIC A WOVEN OR
OR WIRE MESH BACKING
SAFETY CAP COMPOSITE
SEDIMENT POST
SUPPORT POST OPTION 1
1500 MM2 HARDWOOD STAKE FENCE FABRIC
200 MM
SUPPORT POST OPTION 2 1 M (MAX)
1.5 KG/M STEEL STAR PICKET 200 (MIN) SECURE FABRIC
SPILL-THROUGH WEIR TO WIRE TOP WIRE
PLACEMENT OF UP-SLOPE STRAW BALE JOINING FABRIC - METHOD 2 SUPPORT
INSTALLATION WITH TOP WIRE SUPPORT
SEDIMENT FENCE NOTES
MATERIALS MAINTENANCE SEDIMENT FENCE
3 M (MAX) WITH WIRE BACKING, ‘RETURNS’ PLACED AT 20 M SPACING (MAX) IF FENCE IS LOCATED
FABRIC: POLYPROPYLENE, POLYAMIDE, DAM A MINIMUM 1/3 AND MAXIMUM 1/2 FENCE THE TWO STAKES TIED TOGETHER WITH WIRE; 1. INSPECT THE SEDIMENT FENCE AT LEAST 1. (a) NOT TO BE LOCATED IN AREAS OF CONCENTRATED FLOW. OTHERWISE 2 M (MAX) ALONG THE CONTOUR, OTHERWISE 5 TO 10 M DEPENDING ON SLOPE
NYLON, POLYESTER, OR POLYETHYLENE HEIGHT, AND EXTENDING AT LEAST 1.5M UP OR WEEKLY AND AFTER ANY SIGNIFICANT RAIN.
(b) NORMALLY LOCATED ALONG THE CONTOUR WITH A MAXIMUM
WOVEN OR NON-WOVEN FABRIC, AT LEAST THE SLOPE. (II) OVERLAP THE FABRIC TO THE NEXT MAKE NECESSARY REPAIRS IMMEDIATELY. DIRECTION OF FLOW
CATCHMENT AREA 0.6 HA PER 100M LENGTH OF FENCE.
700MM IN WIDTH AND A MINIMUM UNIT WEIGHT ADJACENT SUPPORT POST.
OF 140GSM. ALL FABRICS TO CONTAIN 4. ENSURE THE EXTREME ENDS OF THE 2. REPAIR ANY TORN SECTIONS WITH A (c) WOVEN FABRICS ARE PREFERRED, NON-WOVEN FABRICS MAY
ULTRAVIOLET INHIBITORS AND STABILISERS FENCE ARE TURNED UP THE SLOPE AT LEAST 11. SECURELY ATTACH THE FABRIC TO THE CONTINUOUS PIECE OF FABRIC FROM POST BE USED ON SMALL WORK SITES, I.E. OPERATIONAL PERIOD
TO PROVIDE A MINIMUM OF 6 MONTHS OF 1.5M, OR AS NECESSARY, TO MINIMISE WATER SUPPORT POSTS USING 25 X 12.5MM STAPLES, TO POST. LESS THAN 6 MONTHS OR ON SITES WHERE SIGNIFICANT
USEABLE CONSTRUCTION LIFE (ULTRAVIOLET BYPASSING AROUND THE FENCE. OR TIE WIRE AT MAXIMUM 150MM SPACING. SEDIMENT RUNOFF IS NOT EXPECTED.
STABILITY EXCEEDING 70%). 3. WHEN MAKING REPAIRS, ALWAYS RESTORE (d) WHERE FENCES NEED TO BE LOCATED ACROSS THE CONTOUR
5. ENSURE THE SEDIMENT FENCE IS 12. SECURELY ATTACH THE FABRIC TO THE THE SYSTEM TO ITS ORIGINAL THE LAYOUT SHALL CONFORM TO 'TYPICAL LAYOUT ACROSS
FABRIC REINFORCEMENT: WIRE OR STEEL INSTALLED IN A MANNER THAT AVOIDS THE SUPPORT WIRE/MESH (IF ANY) AT A MAXIMUM CONFIGURATION UNLESS AN AMENDED GRADE'.
MESH MINIMUM 14-GAUGE WITH A MAXIMUM CONCENTRATION OF FLOW ALONG THE SPACING OF 1M. LAYOUT IS REQUIRED OR SPECIFIED. ALL SUPPORT POSTS PLACED
(e) FENCES ARE REQUIRED 2m MIN FROM TOE OF CUT OR FILL FABRIC
MESH SPACING OF 200MM. FENCE, AND THE UNDESIRABLE DISCHARGE BATTERS, WHERE NOT PRACTICAL ONE FENCE CAN BE AT DOWN-SLOPE OF FABRIC
4. IF THE FENCE IS SAGGING BETWEEN BURIED SEDIMENT FENCE FABRIC,
OF WATER AROUND THE ENDS OF THE FENCE. 13. ENSURE THE COMPLETED SEDIMENT THE TOE WITH A SECOND FENCE 1m MIN AWAY. FENCE
SUPPORT POSTS/STAKES: 1500MM2 (MIN) STAKES, INSTALL ADDITIONAL SUPPORT 200 MM NOT FILTER CLOTH OR SHADE CLOTH
FENCE IS AT LEAST 450MM, BUT NOT MORE SHOULD NOT BE LOCATED PARALLEL WITH TOE IF
HARDWOOD, 2500MM2 (MIN) SOFTWOOD, OR 6. IF THE SEDIMENT FENCE IS TO BE THAN 700MM HIGH. IF A SPILL-THOUGH WEIR POSTS. CONCENTRATION OF FLOW WILL OCCUR BEHIND THE FENCE.
1.5KG/M (MIN) STEEL STAR PICKETS SUITABLE INSTALLED ALONG THE EDGE OF EXISTING IS INSTALLED, ENSURE THE CREST OF THE TEMP CONSTRUCTION ENTRY/EXIT SEDIMENT TRAP. INSTALLATION OF SEDIMENT FENCE
FOR ATTACHING FABRIC. TREES, ENSURE CARE IS TAKEN TO PROTECT WEIR IS AT LEAST 300MM ABOVE GROUND 5. REMOVE ACCUMULATED SEDIMENT IF THE
SEDIMENT DEPOSIT EXCEEDS A DEPTH OF 1/3 2. (a) ADJACENT STORMWATER RUNOFF TO BE DIVERTED AWAY
THE TREES AND THEIR ROOT SYSTEMS LEVEL.
INSTALLATION DURING INSTALLATION OF THE FENCE. DO THE HEIGHT OF THE FENCE. FROM ENTRY/EXIT.
NOT ATTACH THE FABRIC TO THE TREES. 14. BACKFILL THE TRENCH AND TAMP THE FILL (b) WHEEL - WASH OR SPRAY UNIT MAY BE REQUIRED DURING
1. REFER TO APPROVED PLANS FOR LOCATION, TO FIRMLY ANCHOR THE BOTTOM OF THE 6. DISPOSE OF SEDIMENT IN A SUITABLE WET WEATHER. NOTES:
EXTENT, AND REQUIRED TYPE OF FABRIC (IF 7. UNLESS DIRECTED BY THE SITE FABRIC AND MESH TO PREVENT WATER FROM MANNER THAT WILL NOT CAUSE AN EROSION
SPECIFIED). IF THERE ARE QUESTIONS OR OR POLLUTION HAZARD. 1. SEDIMENT FENCE TO BE INSTALLED ALONG A LINE OF CONSTANT GROUND ELEVATION
SUPERVISOR OR THE APPROVED PLANS, FLOWING UNDER THE FENCE.
PROBLEMS WITH THE LOCATION, EXTENT, EXCAVATE A 200MM WIDE BY 200MM DEEP WHEREVER PRACTICAL.
FABRIC TYPE, OR METHOD OF INSTALLATION TRENCH ALONG THE PROPOSED FENCE LINE, ADDITIONAL REQUIREMENTS 7. REPLACE THE FABRIC IF THE SERVICE LIFE
2. BOTH END OF THE SEDIMENT FENCE TO EXTEND UP THE SLOPE AT LEAST 1M.
CONTACT THE ENGINEER OR RESPONSIBLE PLACING THE EXCAVATED MATERIAL ON THE OF THE EXISTING FABRIC EXCEEDS
ON-SITE OFFICER FOR ASSISTANCE. UP-SLOPE SIDE OF THE TRENCH. FOR THE INSTALLATION OF 6-MONTHS. 3. SUPPORT POST TO BE SPACED A MAXIMUM 2M UNLESS THE FENCE IS SUPPORTED
BY A TOP WIRE OR WIRE MESH BACKING, IN WHICH CASE 3M MAXIMUM SPACING.
2. TO THE MAXIMUM DEGREE PRACTICAL, AND 8. ALONG THE LOWER SIDE OF THE TRENCH,
A SPILL-THROUGH WEIR REMOVAL
WHERE THE PLANS ALLOW, ENSURE THE APPROPRIATELY SECURE THE STAKES INTO 4. FENCE ‘RETURNS’ SHALL BE INSTALLED AT MAXIMUM 20M SPACING IF FENCE IS
FENCE IS LOCATED: THE GROUND SPACED NO GREATER THAN 3M 1. LOCATE THE SPILL-THROUGH WEIR SUCH 1. WHEN DISTURBED AREAS UP-SLOPE OF THE INSTALLED ALONG THE CONTOUR, OTHERWISE 5 TO 10M MAXIMUM SPACING.
(I) TOTALLY WITHIN THE PROPERTY IF SUPPORTED BY A TOP SUPPORT WIRE OR THAT THE WEIR CREST WILL BE LOWER THAN SEDIMENT FENCE ARE SUFFICIENTLY
BOUNDARIES; WEIR MESH BACKING, OTHERWISE NO THE GROUND LEVEL AT EACH END OF THE STABILISED TO RESTRAIN EROSION, THE 5. MINIMUM 4 STAPLES OR TIE WIRES PER STAKE.
(II) ALONG A LINE OF CONSTANT ELEVATION GREATER THAN 2M. FENCE. FENCE MUST BE REMOVED.
WHEREVER PRACTICAL;
(III) AT LEAST 2M FROM THE TOE OF ANY 9. IF SPECIFIED, SECURELY ATTACH THE 2. ENSURE THE CREST OF THE 2. REMOVE MATERIALS AND COLLECTED
FILLING OPERATIONS THAT MAY RESULT IN SUPPORT WIRE OR MESH TO THE UP-SLOPE SPILL-THROUGH WEIR IS AT LEAST 300MM THE SEDIMENT AND DISPOSE OF IN A SUITABLE
SHIFTING SOIL/FILL DAMAGING THE FENCE. SIDE OF THE STAKES WITH THE MESH GROUND ELEVATION. MANNER THAT WILL NOT CAUSE AN EROSION
EXTENDING AT LEAST 200MM INTO THE OR POLLUTION HAZARD.
3. INSTALL RETURNS WITHIN THE FENCE AT EXCAVATED TRENCH. ENSURE THE MESH AND 3. SECURELY TIE A HORIZONTAL CROSS
MAXIMUM 20M INTERVALS IF THE FENCE IS FABRIC IS ATTACHED TO THE UP-SLOPE SIDE MEMBER (WEIR) TO THE SUPPORT POSTS/ 3. REHABILITATE/REVEGETATE THE
INSTALLED ALONG THE CONTOUR, OR 5 TO OF THE STAKES EVEN WHEN DIRECTING A STAKES EACH SIDE OF THE WEIR. CUT THE DISTURBED GROUND AS NECESSARY TO
10M MAXIMUM SPACING (DEPENDING ON FENCE AROUND A CORNER OR SHARP FABRIC DOWN THE SIDE OF EACH POST AND MINIMISE THE EROSION HAZARD.
SLOPE) IF THE FENCE IS INSTALLED AT AN CHANGE OF DIRECTION. FOLD THE FABRIC OVER THE CROSS MEMBER
ANGLE TO THE CONTOUR. THE ‘RETURNS’ AND APPROPRIATELY SECURE THE FABRIC.
SHALL CONSIST OF EITHER: 10. WHEREVER POSSIBLE, CONSTRUCT THE
(I) V-SHAPED SECTION EXTENDING AT LEAST SEDIMENT FENCE FROM A CONTINUOUS ROLL 4. INSTALL A SUITABLE SPLASH PAD AND/OR
1.5M UP THE SLOPE; OR OF FABRIC. TO JOIN FABRIC EITHER: CHUTE IMMEDIATELY DOWN-SLOPE OF THE
(II) SANDBAG OR ROCK/AGGREGATE CHECK (I) ATTACH EACH END TO TWO OVERLAPPING SPILL-THROUGH WEIR TO CONTROL SOIL
STAKES WITH THE FABRIC FOLDING AROUND EROSION AND APPROPRIATELY DISCHARGE
THE ASSOCIATED STAKE ONE TURN, AND WITH THE CONCENTRATED FLOW PASSING OVER
THE WEIR.
ISSUE FOR APPROVAL
AMENDMENTS Associated Consultant: Surveyor: RP Description: North: Client: Scale:
No. DATE DESCRIPTION DRAWN No. DATE DESCRIPTION DRAWN
E.J. GRECH & ASSOCIATES PTY LTD CRUC SURVEYS LOT 58 E.J. GRECH & ASSOCIATES PTY. LTD. N.T.S.
A 28.08.2024 PRELIMINARY ISSUE NP Plan Ref.: 1729_TP RP228905
APPROVAL
Project: Job No.
14.10.2024 ISSUE FOR APPROVAL B Level Datum: Size of Land: Orig. Drg. Size
RL
2863m²
PROPOSED WAREHOUSE AND TRADE HUB DEVELOPMENT 24-099
T 1300 598 544
Approved: GREGG TYQUIN Drawn: Design: IMAGERY, CADASTRAL AND SURVEY DATA DISCLAIMER E [email protected] 58 RENE STREET Drawing No.
NP NP
While every care is taken by NAXOS Engineers Pty Ltd to ensure the accuracy of the data
supplied by local authorities, dial before you dig (dbyd) records, as constructed information Level 1, Suite B
NOOSAVILLE, QLD 4566 C210
and detailed survey, we make no representations or warranties about its accuracy, reliability, 557 Gregory Terrace, Fortitude Valley Qld 4006
completeness or suitability for any particular purpose and disclaim all responsibility and all PO Box 224, Spring Hill QLD 4004 Title: Revision:
Checked: Supervisor:
liability (including without limitation, liability in negligence) for all expenses, losses, damages EROSION AND SEDIMENT CONTROL SILT FENCE
RPEQ. 1528 Date: 14.10.2024 GT GF (including indirect or consequential damage) and costs which may be incurred as a result of NAXOSENGINEERS.COM.AU B
data being inaccurate or incomplete in any way and for any reason.
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