Council archive · source document
Proposed Earthworks Plans - 392 Sister Tree Creek Rd, Kin Kin · OPW26/0095
Plans and drawings: the text below has words only, no drawings.
Original PDF page 4, section 1. The text section number identifies this passage in the reader.
GENERAL:
1. TO BE READ IN CONJUNCTION WITH 'SEDIMENT CONTROL DEVICES', REFER STD DRG IPWEA DS-040 & 2m (MIN) 2m (MIN)
DS-041. FLOW CONTROL BERM INCORPORATED INTO THE
MINIM ROCK PAD IF THE PAD RECEIVES RUNOFF FROM
2. TEMPORARY DRAINAGE CONTROL FLOW SHOULD BE DIVERTED AROUND THE WORK SITE WHERE UM LE
NGTH THE BUILDING SITE (LOCATION MAY VARY) BUILDING
POSSIBLE. 10m (M
IN) SITE
3. ALL DRAINAGE, EROSION AND SEDIMENT CONTROLS TO BE INSTALLED AND BE OPERATIONAL BEFORE 40-75mm CRUSHED ROCK 300mm (MIN) BUILDING LAND LAND
10m (MIN)
10m (MIN)
COMMENCING UP-SLOPE EARTHWORKS. SITE SLOPE SLOPE
4. CONTROL MEASURES TO BE INSPECTED AT LEAST WEEKLY AND AFTER SIGNIFICANT RUNOFF 150-200mm N
MI KERB
PRODUCING STORMS. m
2.0 SEDIMENT FENCE
5. IN AREAS WHERE RUNOFF TURBIDITY IS TO BE CONTROLLED, EXPOSED SURFACES TO BE EITHER DY
MULCHED, COVERED WITH EROSION CONTROL BLANKETS OR TURFED IF EARTHWORKS ARE EXPECTED UP-SLOPE RUNOFF
R P B FOOTPATH MAKE SAFE FOR MAKE SAFE FOR
DIRECTED TO AN FOOTPATH FOOTPATH
TO BE DELAYED FOR MORE THAN I4 DAYS. APPROPRIATE ROADWAY PEDESTRIAN TRAFFIC PEDESTRIAN TRAFFIC
MA
6. CONTROL MEASURES MAY BE REMOVED WHEN ON-SITE EROSION IS CONTROLLED AND 70% SEDIMENT TRAP PEDE KE SAFE T
STRIA O
PERMANENT SOIL COVERAGE IS OBTAINED OVER ALL UPSTREAM DISTURBED LAND. GEOTEXTILE FILTER CLOTH (MANDATORY N TRA
FFIC ROADWAY ROADWAY
7. STRAW BALE SEDIMENT TRAPS ARE TO BE SECONDARY OPTION WHICH GENERALLY SHOULD NOT BE WHEN WORKING ON CLAYEY SOILS)
USED IF OTHER OPTIONS ARE AVAILABLE.
8. ALL CAPTURED RUNOFF MUST BE TREATED TO <75NTU PRIOR TO DISCHARGE. (a) ROCK ENTRY/EXIT PAD FOR BUILDING SITES (b) ROCK PAD SLOPING AWAY FROM ROAD
9. SITE TO BE PROGRESSIVELY STABILISED, AIMING FOR 60% STABILISATION WITHIN 20 DAYS FROM START (c) ROCK PAD SLOPING TOWARD THE ROAD
OF WORKS AND 70% OR GREATER WITHIN 2 MONTHS.
10. ALL INLET PITS TO BE PROTECTED IMMEDIATELY.
11. EROSION AND SEDIMENT CONTROL MEASURES TO BE PROGRESSIVELY REMOVED AS SITE
STABILISATION IS ACHIEVED. ROCK PADS FOR BUILDING CONSTRUCTION NOTES:
SEDIMENT CONTROL MATERIALS
1. ALL SEDIMENT & EROSION CONTROL MEASURES TO BE IN ACCORDANCE WITH INTERNATIONAL SITES ROCK: WELL GRADED, HARD, ANGULAR, EROSION RESISTANT ROCK, NOMINAL DIAMETER OF 40 TO 75mm. FOOTPATH
EROSION CONTROL ASSOCIATION (IECA) AUSTRALIA GUIDELINES AND THE SPECIFICATIONS. THE BASIC N.T.S STABILISING AGGREGATE: 25 TO 50mm GRAVEL OR AGGREGATE (IF REQUIRED). GEOTEXTILE FABRIC: HEAVY-DUTY,
PRINCIPLES ARE TO: NEEDLE-PUNCHED, NON-WOVEN FILTER CLOTH (‘BIDIM’ A24 OR EQUIVALENT).
- MINIMISE THE AREA OF DISTURBANCE;
- CONTROL DRAINAGE PATHS UPSTREAM OF SITE AND AT OUTLETS FROM SITE; INSTALLATION
- MINIMISE EROSION; 1. INSPECT ALL SITE ENTRY AND EXIT POINTS PRIOR TO FORECAST RAIN, DAILY DURING EXTENDED PERIODS OF
- MINIMISE SEDIMENTATION; RAINFALL, AFTER RUNOFF-PRODUCING RAINFALL, OR OTHERWISE AT FORTNIGHTLY INTERVALS.
- PROGRESSIVELY REVEGETATE AND REHABILITATE THE SITE 2. IF SAND, SOIL, SEDIMENT OR MUD IS TRACKED OR WASHED ONTO THE ADJACENT SEALED ROADWAY, THEN
2. SEDIMENT & EROSION CONTROL DETAILS SHOWN ARE MINIMUM REQUIREMENTS. IT IS THE SUCH MUST BE PHYSICALLY REMOVED, FIRST USING A SQUARE-EDGED SHOVEL, AND THEN A STIFF-BRISTLED
CONTRACTOR'S RESPONSIBILITY TO INSTALL ADDITIONAL CONTROL MEASURES AS DEEMED BROOM, AND THEN BY A MECHANICAL VACUUM UNIT, IF AVAILABLE.
NECESSARY THROUGHOUT CONSTRUCTION. 3. IF NECESSARY FOR SAFETY REASONS, THE ROADWAY SHALL ONLY BE WASHED CLEAN AFTER ALL
3. THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN ALL SEDIMENT CONTROL DEVICES IN A FUNCTIONAL REASONABLE EFFORTS HAVE BEEN TAKEN TO SHOVEL AND SWEEP THE MATERIAL FROM THE ROADWAY.
ORDER AND REPLACE ALL BLOCKED SEDIMENT DEVICES AS REQUIRED UNTIL SUCCESSFUL OFF 4. WHEN THE VOIDS BETWEEN THE ROCK BECOMES FILLED WITH MATERIAL AND THE EFFECTIVENESS OF THE
MAINTENANCE OF WORKS. ROCK PAD IS REDUCED TO A POINT WHERE SEDIMENT IS BEING TRACKED OFF THE SITE, A NEW 100mm LAYER
4. CONSTRUCTION OF ALL SEDIMENT MANAGEMENT DEVICES TO THE SATISFACTION OF THE OF ROCK MUST BE ADDED AND/OR THE ROCK PAD MUST BE EXTENDED.
SUPERINTENDENT. SHALL BE COMPLETED AND EFFECTIVE PRIOR TO: 5. ENSURE ANY ASSOCIATED DRAINAGE CONTROL MEASURES (e.g. FLOW CONTROL BERM) ARE MAINTAINED IN
a. STRIPPING OF TOPSOIL AND GRASS. ACCORDANCE WITH THEIR DESIRED OPERATIONAL CONDITION.
b. BULK EARTHWORKS TO THE SITE. 6. DISPOSE OF SEDIMENT AND DEBRIS IN A MANNER THAT WILL NOT CREATE AN EROSION OR POLLUTION HAZARD.
c. SERVICES INSTALLATION.
d. PAVEMENT CONSTRUCTION.
5. ALL SEDIMENT MANAGEMENT MEASURES ARE TO REMAIN IN PLACE UNTIL INSTRUCTION IS RECEIVED IN
WRITING FROM THE SUPERINTENDENT TO REMOVE ALL OR PART OF THE SILT CONTROL APPLICATIONS. OPTIONAL GEOTEXTILE SPLASH PAD PLACED
6. BOTH TEMPORARY AND PERMANENT SEDIMENT MANAGEMENT/EROSION CONTROL DEVICES SHALL BE BELOW DAM TO REDUCE EROSION AT THE BASE
MAINTAINED AT A SUITABLE LEVEL/CONDITION THROUGHOUT CONSTRUCTION TO THE SATISFACTION 1 OF THE CHECK DAM (GENERALLY NOT REQUIRED)
OF THE SUPERINTENDENT. SEDIMENT FENCES ARE TO BE CLEANED OUT WHEN CAPACITY IS REDUCED
BY 30%.
7. THE BULK EARTHWORKS AND SEDIMENT CONTROL LAYOUT PLAN SHALL BE READ IN CONJUNCTION
WITH THE APPROVED DRAWINGS.
8. PRIOR TO COMMENCEMENT OF CONSTRUCTION APPROVAL IS TO BE OBTAINED FROM THE 1
SUPERINTENDENT FOR THE LOCATION OF THE SITE ACCESS POINT AND WASH DOWN AREA WHICH ARE
TO BE MAINTAINED THROUGHOUT THE CONSTRUCTION PERIOD.
9. IF EROSION AND SEDIMENT CONTROL DEVICES HAVE BEEN FOUND TO BE DIFFERENT OR FAILED IN 150mm (MIN)
SERVICE, CORRECTIVE ACTION IS TO BE UNDERTAKEN IMMEDIATELY WHICH MAY INCLUDE A A
OUTER WING POINTS A TO BE AT
B
AMENDMENTS' ADDITIONS TO THE ORIGINAL APPROVED EROSION CONTROL PLANS. SUCH
AMENDMENTS ARE TO BE APPROVED BY SUPERINTENDENT, IF DEEMED NECESSARY AND RELEVANT. LEAST 150mm ABOVE CREST B
10. SEDIMENT TRAP TO BE FLOCCULATED AND DE-SILTED AS NECESSARY.
11. WATER QUALITY TESTING / MONITORING TO BE UNDERTAKEN BY CONTRACTOR. SECTION 1-1 'RETURNS' PLACED AT 20m SPACING
SEDIMENT FENCE: FIGURE 1 - LAYOUT PROFILE OF CHECK DAMS 3m (MAX.) WITH WIRE (MAX.) IF FENCE IS LOCATED ALONG
1. NOT TO BE LOCATED IN AREAS OF CONCENTRATED FLOW. (ROCK CHECK DAMS SHOWN) DIRECTION OF BACKING OTHERWISE 2m THE CONTOUR. OTHERWISE 5 TO 10m
2. NORMALLY LOCATED ALONG THE CONTOUR WITH A MAXIMUM CATCHMENT AREA 0.6Ha PER 100m FLOW (MAX.) DEPENDING ON SLOPE
1.5m
LENGTH OF FENCE
(MIN)
3. WOVEN FABRICS ARE PREFERRED, NON-WOVEN FABRICS MAY BE USED ON SMALL WORK SITES, I.E. ROCK CHECK DAMS
OPERATIONAL PERIOD LESS THAN 6 MONTHS OR ON SITES WHERE SIGNIFICANT SEDIMENT RUNOFF IS N.T.S
NOT EXPECTED.
4. WHERE FENCES NEED TO BE LOCATED ACROSS THE CONTOUR THE LAYOUT SHALL CONFORM TO
'TYPICAL LAYOUT' ACROSS GRADE.
5. FENCES ARE REQUIRED 2m MIN. FROM TOE OF CUT OR FILL BATTERS, WHERE NOT PRACTICAL ONE
FENCE CAN BE AT THE TOE WITH A SECOND FENCE 1m MIN AWAY. FENCE SHOULD NOT BE LOCATED
PARALLEL WITH TOE IF CONCENTRATION OF FLOW WILL OCCUR BEHIND THE FENCE.
TEMPORARY CONSTRUCTION ENTRY / EXIT:
1. ADJACENT STORMWATER RUNOFF TO BE DIVERTED AWAY FROM ENTRY/EXIT. ALL SUPPORT POSTS PLACED
2. WHEEL-WASH OR SPRAY UNIT MAY BE REQUIRED DURING WET WEATHER. DOWN-SLOPE OF FABRIC
STANDARD SPECIFICATIONS:
DRAWING TO BE READ IN CONJUNCTION WITH INTERNATIONAL EROSION CONTROL ASSOCIATION (IECA) FABRIC BURIED
AUSTRALASIA BEST PRACTICES STANDARD DRAWINGS & SPECIFICATIONS. IECA STANDARD DRAWINGS 200mm
GENERALLY AS LISTED BELOW BUT NOT LIMITED TO: SEDIMENT FENCE FABRIC, NOT
EXIT-01 - CONSTRUCTION EXIT - ROCK PAD FILTER CLOTH OR SHADE CLOTH
EXIT-02 - CONSTRUCTION EXIT - ROCK PAD
EXIT-03 - ROCK PADS FOR BUILDING SITES
CD-01 - CATCH DRAINS
CD-02 - CATCH DRAINS - EARTH LINED INSTALLATION OF SEDIMENT
RCD-01 - CHECK DAMS
FF-01 - FILTER FENCE FENCE
SF-01 - SEDIMENT FENCE N.T.S
SF-02 - SEDIMENT FENCE
ESC-02 - GRATED STORMWATER (FIELD) INLET SEDIMENT TRAP SEDIMENT FENCE CONSTRUCTION NOTES
ESC-03 - KERB INLET SEDIMENT TRAPS 1. SEDIMENT FENCE TO BE INSTALLED ALONG A LINE OF CONSTANT GROUND ELEVATION WHEREVER
R-01 - RENEGOTIATION - GENERAL PRACTICAL.
2. BOTH ENDS OF THE SEDIMENT FENCE TO EXTEND UP THE SLOPE AT LEAST 1m.
3. SUPPORT POST TO BE SPACED MAXIMUM 2m UNLESS THE FENCE IS SUPPORTED BY ATOP WIRE OR
WORE MESH BACKING, IN WHICH CASE 3m MAXIMUM SPACING.
4. FENCE 'RETURN' SHALL BE INSTALLED AT MAXIMUM 20m SPACING IF FENCE IS INSTALLED ALONG THE
CONTOURS, OTHERWISE 5 TO 10m MAXIMUM SPACING.
5. MINIMUM 4 STAPLES OR TIE WIRES PER STAKE.
CLIENT PROJECT DRAWING
APPROVED DRAWN DS STATUS APPROVAL
CHARLES COOK MEGAN O'LEARY & RESIDENTIAL DRIVEWAY EROSION & SEDIMENT CONTROL
RPEQ NO: 8480 DESIGN JW
REES MADDREN NOTES & DETAILS PROJECT NO. STAGE NO. DRAWING NO. REV NO.
APPROVED DATE
09.07.26 CHECK CC 392 SISTER CREEK ROAD
SIGNED KIN KIN, QLD 260139 1 OPW-1-225 A
A FOR APPROVAL 06.07.26 CC COPYRIGHT © All rights reserved.
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Last saved by: JESSWARD(2026-07-06) Last Plotted: 2026-07-09
Document Set ID: 24984761
Filename: C:\ICE\ICE\PROJECTS - DOCS\2026\260139 - SISTER CREEK RD KIN KIN\04_DESIGN\CAD\OPW\260139-OPW-1-225.DWG
Version: 1, Version Date: 15/07/2026
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