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EngSWMP
Attached to the e-mail Response to Information Request MCU16/0079 (email 2 of 3).
MATERIALS (ii) EACH SOCK EXTENDS UP THE WASHED CLEAN AFTER ALL REASONABLE 4. ALL SYNTHETIC (PLASTIC) MESH OR
CHANNEL BANKS SUCH THAT THE CREST EFFORTS HAVE BEEN TAKEN TO SHOVEL OTHER NON READILY BIODEGRADABLE
SOCKS: MINIMUM 200mm DIAMETER MATERIAL MUST BE REMOVED FROM THE
OF THE SOCK AT ITS LOWEST POINT IS AND SWEEP THE MATERIAL FROM THE
SYNTHETIC OR BIODEGRADABLE TUBES SITE ONCE THE SLOPE OR DRAIN IS
LOWER THAN GROUND LEVEL AT EITHER SURFACE.
MANUFACTURED FROM NON-WOVEN OR STABILISED, OR THE SOCKS HAVE
END OF THE SOCK.
COMPOSITE FABRIC SUITABLE FOR THE DETERIORATED TO A POINT WHERE THEY
3. DISPOSE OF COLLECTED SEDIMENT IN
‘FILTRATION’ OF COARSE SEDIMENTS. ARE NO LONGER PROVIDING THEIR
4. IF STAKES ARE REQUIRED TO ANCHOR A SUITABLE MANNER THAT WILL NOT
FILL MATERIAL: STRAW, CANE MULCH, THE SOCKS, THEIR SPACING DOES NOT CAUSE AN EROSION OR POLLUTION INTENDED DRAINAGE OR SEDIMENT
COMPOSTED MATERIAL (AS4454), EXCEEDING 1.2m OR SIX TIMES THE HAZARD. CONTROL FUNCTION.
COARSE SAND, OR CLEAN AGGREGATE. SOCK DIAMETER (WHICHEVER IS THE
STAKES: MINIMUM 25 x 25mm TIMBER. LESSER). A MAXIMUM STAKE SPACING OF Filter socks overlap
0.3m APPLIES WHEN USED TO FORM onto kerb
4.0 m (min)
INSTALLATION CHECK DAMS.
1. REFER TO APPROVED PLANS FOR Sediment
LOCATION AND INSTALLATION DETAILS. MAINTENANCE
1. INSPECT ALL FILTER SOCKS PRIOR TO pond
IF THERE ARE QUESTIONS OR PROBLEMS
WITH THE LOCATION, DIMENSIONS OR FORECAST RAIN, DAILY DURING
METHOD OF INSTALLATION CONTACT THE EXTENDED PERIODS OF RAINFALL,
AFTER SIGNIFICANT RUNOFF Run-off
ENGINEER OR RESPONSIBLE ON-SITE 1 m (max) on public roads
OFFICER FOR ASSISTANCE. PRODUCING STORMS OR OTHERWISE AT
WEEKLY INTERVALS.
2. ENSURE THE SOCKS ARE PLACED
INDIVIDUALLY OR COLLECTIVELY (AS A 2. REPAIR OR REPLACE DAMAGED Bypass flow
SINGLE SEDIMENT TRAP) SUCH THAT: SOCKS.
(i) LEAKAGE AROUND OR UNDER THE (a) On-grade kerb inlet sediment trap
SOCKS IS MINIMISED; 3. THE BULK OF THE SEDIMENT
(ii) ADJOINING SOCKS ARE TIGHTLY COLLECTED BEHIND THE FILTER SOCKS Filter socks may need to fully surround
BUTTED OR OVERLAPPED AT LEAST SHOULD BE REMOVED BY SHOVEL AFTER PVC pipe spacers the inlet to intercept sediment runoff
450mm; EACH STORM EVENT. from the road and verge
(iii) THE SURFACE AREA OF POTENTIAL
WATER PONDING UP-SLOPE OF EACH 4. REMOVE COLLECTED SEDIMENT AND
SEDIMENT TRAP IS MAXIMISED; DISPOSE OF IN A SUITABLE MANNER
(iv) TO THE MAXIMUM DEGREE THAT WILL NOT CAUSE AN EROSION OR
PRACTICAL, ALL SEDIMENT-LADEN POLLUTION HAZARD.
WATER WILL PASS THROUGH THE
FORMED POND BEFORE FLOWING OVER REMOVAL
THE DOWN-SLOPE END OF THE 1. ALL SAND, SOIL, SEDIMENT OR MUD
SEDIMENT TRAP. MUST BE PHYSICALLY REMOVED FROM Filter sock
SEALED SURFACES, FIRST USING A
3. WHEN PLACED ACROSS THE INVERT SQUARE-EDGED SHOVEL, AND THEN A Gully grate wrapped in non-woven filter fabric Side inlet remains open
STIFF-BRISTLED BROOM, AND THEN BY A
Catchments & Creeks Pty Ltd
OF MINOR DRAINS, ENSURE THE SOCKS (minimum, bidim A34 or equivalent)
ARE PLACED SUCH THAT: MECHANICAL VACUUM UNIT, IF
(i) THE CREST OF THE DOWNSTREAM AVAILABLE.
(b) Sag inlet sediment trap
SOCK IS LEVEL WITH THE CHANNEL
INVERT AT THE IMMEDIATE UPSTREAM 2. IF NECESSARY FOR SAFETY REASONS, Drawn: Date:
SOCK (IF ANY); THE SEALED SURFACE SHALL ONLY BE
GMW Dec-09 Kerb Inlet Sediment Traps ESC-03
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