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24-099 RENE (58) - Fullset [B]
DETAILS PROVIDED BY IECA (2008)
FILTER SOCKS MAY NEED TO FULLY SURROUND
THE INLET TO INTERCEPT SEDIMENT RUNOFF
PVC PIPE SPACERS SEDIMENT COLLECTION PIT EXCAVATED AROUND INLET
FROM THE ROAD AND VERGE
GEOTEXTILE FILTER SOCK
GULLY GRATE WRAPPED IN NON-WOVEN FILTER SIDE INLET REMAINS OPEN
FABRIC (MINIMUM, BIDIM A34 OR EQUIVALENT)
FABRIC WRAP DROP INLET PROTECTION WITH TRENCH
FILTER SOCK SEDIMENT TRAP ON A SAG INLET
OPEN CONCRETE BLOCKS LOCKED IN PLACE
WITH TIMBER CHOCKS AND COVERED WITH WIRE SAG INLET
GRATE WRAPPED IN NON-WOVEN
MESH
FILTER CLOTH (WOVEN SEDIMENT
SEDIMENT COLLECTION PIT FENCE FABRIC ONLY USED IN
EXCAVATED AROUND INLET HEAVY TRAFFIC AREAS)
STORMWATER
INLET GRATE
15 TO 25 MM AGGREGATE SIDE INLET REMAINS OPEN
TYPICAL DETAILS OF EXCAVATED SEDIMENT COLLECTION TRENCH
BLOCK AND AGGREGATE TYPE SEDIMENT TRAP ON A SAG INLET
STORMWATER GULLY SEDIMENT TRAP (SAG INLET) NOTES STORMWATER FIELD INLET SEDIMENT TRAP NOTES
INSTALLATION MAINTENANCE REMOVAL MATERIALS REMOVAL
1. REFER TO APPROVED PLANS FOR 1. INSPECT ALL SEDIMENT TRAPS 1. WHEN THE UP-SLOPE DRAINAGE
LOCATION AND INSTALLATION DAILY AND IMMEDIATELY AFTER FABRIC (LIGHT TRAFFIC AREAS): 4. WRAP THE FABRIC AROUND OR 1. WHEN THE UP-SLOPE DRAINAGE
AREA HAS BEEN STABILISED,
HEAVY-DUTY, NEEDLE-PUNCHED, OVER THE STORMWATER INLET AREA HAS BEEN STABILISED,
DETAILS. IF THERE ARE QUESTIONS RUNOFF-PRODUCING RAINFALL. REMOVE ALL MATERIALS INCLUDED
MAKE REPAIRS AS NEEDED. DEPOSITED SEDIMENT AND DISPOSE NON-WOVEN FILTER CLOTH (‘BIDIM’ GRATE IN SUCH A MANNER THAT REMOVE ALL MATERIALS INCLUDED
OR PROBLEMS WITH THE LOCATION,
OF IN A SUITABLE MANNER THAT WILL A34 OR EQUIVALENT). PREVENTS ANY WATER ENTERING DEPOSITED SEDIMENT AND DISPOSE
DIMENSIONS, OR METHOD OF
2. REMOVE COLLECTED SEDIMENT NOT CAUSE AN EROSION OR THE STORMWATER INLET WITHOUT OF IN A SUITABLE MANNER THAT WILL
INSTALLATION, CONTACT THE
ENGINEER OR RESPONSIBLE AND DISPOSE OF IN A SUITABLE POLLUTION HAZARD. FABRIC (HEAVY TRAFFIC AREAS): PASSING THROUGH THE FABRIC. NOT CAUSE AN EROSION OR
POLY-PROPYLENE, POLYAMIDE, POLLUTION HAZARD.
ON-SITE OFFICER FOR ASSISTANCE. MANNER THAT WILL NOT CAUSE AN
NYLON, POLYESTER, OR 5. ENSURE ALL OTHER FLOW ENTRY
EROSION OR POLLUTION HAZARD.
POLYETHYLENE WOVEN OR POINTS ARE COVERED WITH FABRIC
2. ENSURE THAT THE INSTALLATION
NON-WOVEN REINFORCED FABRIC. SUCH THAT WATER CANNOT ENTER
OF THE SEDIMENT TRAP WILL NOT 3. ENSURE SEDIMENT DOES NOT
THE FABRIC WIDTH SHOULD BE AT THE STORMWATER INLET WITHOUT
CAUSE UNDESIRABLE SAFETY OR ENTER THE STORMWATER DRAIN
LEAST 700mm, WITH A MINIMUM UNIT PASSING THROUGH A SUITABLE
FLOODING ISSUES. DURING DE-SILTING OPERATIONS
WEIGHT OF 140GSM. FABRICS FILTER.
AND MAINTENANCE OF THE TRAP.
SHOULD CONTAIN ULTRAVIOLET
3. INSTALL SEDIMENT TRAP IN
INHIBITORS AND STABILISERS TO 6. TAKE ALL NECESSARY MEASURE
ACCORDANCE WITH STANDARD 4. SEDIMENT ON THE ROAD SHALL BE
PROVIDE A MINIMUM OF 6 MONTHS TO MINIMISE SAFETY OR FLOODING
DRAWING SUPPLIED WITH THE REMOVED IMMEDIATELY IF IT
OF USEABLE CONSTRUCTION LIFE RISK CAUSED BY OPERATION OF THE
APPROVED PLAN, OR AS DIRECTED REPRESENTS A SAFETY HAZARD.
BY THE SITE SUPERVISOR. (ULTRAVIOLET STABILITY EXCEEDING SEDIMENT TRAP.
70%).
4. ENSURE THE SEDIMENT TRAP MAINTENANCE
FULLY ENCLOSES THE KERB INLET. INSTALLATION
USE APPROPRIATE SPACERS TO 1. INSPECT THE BARRIER AFTER
1. REFER TO APPROVED PLANS FOR EACH RUNOFF-PRODUCING
ENSURE THE SEDIMENT TRAP DOES
LOCATION AND DIMENSIONAL RAINFALL EVENT AND MAKE REPAIRS
NOT BLOCK THE SIDE-ENTRY INLET.
DETAILS. IF THERE ARE QUESTIONS AS NEEDED TO THE SEDIMENT TRAP.
OR PROBLEMS WITH THE LOCATION,
5. IF NECESSARY, INSTALL DIMENSIONS OR METHOD OF
ADDITIONAL ‘ON-GRADE KERB INLET 2. REMOVE COLLECTED SEDIMENT
INSTALLATION CONTACT THE AND DISPOSE OF IN A SUITABLE
SEDIMENT TRAPS’ UP-SLOPE OF THE
ENGINEER OR RESPONSIBLE MANNER THAT WILL NOT CAUSE AN
SAG INLET TO ADEQUATELY RETAIN
ON-SITE OFFICER FOR ASSISTANCE. EROSION OR POLLUTION HAZARD.
THE EXPECTED QUANTITY OF
SEDIMENT RUNOFF.
2. ENSURE THAT THE INSTALLATION 3. REPLACE THE FABRIC IF IT IS TORN
OF THE SEDIMENT TRAP WILL NOT OR DAMAGED.
6. TAKE ALL NECESSARY MEASURE
CAUSE UNDESIRABLE SAFETY OR
TO MINIMISE THE SAFETY RISK
FLOODING ISSUES. 4. SEDIMENT DEPOSITS SHOULD BE
CAUSED BY THE STRUCTURE.
REMOVED IMMEDIATELY IF THEY
3. SELECT THE APPROPRIATE FABRIC REPRESENT A SAFETY RISK.
FOR THE SITE CONDITIONS.
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.
B 14.10.2024 ISSUE FOR APPROVAL JB 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 C212
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 INLET
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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