Original source · versioned page text
Appendix D - Erosion and Sediment Control Plan
Attached to the e-mail Operational Works Application - DA Form 1 - Town Planning Report - Global Stability Assessment Report - Earthworks Compaction Report - Erosion and Sediment Control Plan - 36 Tunba Court Cooroy Mountain.
This document appears to be plans or drawings. Its page text below holds only the words printed on the drawings, without the drawings themselves, so it may be jumbled or hard to follow. To see the plans as drawn, choose Original above or download the file (both need you to log in).
Log in to see the plans as drawn INSTALLATION ADDITIONAL REQUIREMENTS FOR TURF THE TURF AND THE SOIL SUCH THAT 3. DISPOSE OF ANY COLLECTED
PLACEMENT: SEEPAGE FLOW BENEATH THE TURF IS SEDIMENT OR FILL IN A MANNER THAT
1. REFER TO APPROVED PLANS FOR AVOIDED. WILL NOT CREATE AN EROSION OR
LOCATION, EXTENT, AND CONSTRUCTION 1. TURF SHOULD BE USED WITHIN 12 POLLUTION HAZARD.
DETAILS. IF THERE ARE QUESTIONS OR HOURS OF DELIVERY, OTHERWISE 9. WATER UNTIL THE SOIL IS WET 100mm
PROBLEMS WITH THE LOCATION, EXTENT, ENSURE THE TURF IS STORED IN BELOW THE TURF THEREAFTER, REMOVAL
OR METHOD OF INSTALLATION, CONTACT CONDITIONS APPROPRIATE FOR THE WATERING SHOULD BE SUFFICIENT TO
THE ENGINEER OR RESPONSIBLE WEATHER CONDITIONS (e.g. A SHADED MAINTAIN AND PROMOTE HEALTHY 1. WHEN THE CONSTRUCTION WORK
ON-SITE OFFICER FOR ASSISTANCE. AREA). GROWTH ABOVE A TEMPORARY DIVERSION
CHANNEL IS FINISHED AND THE AREA IS
2. ENSURE ALL NECESSARY SOIL 2. MOISTENING THE TURF AFTER IT IS MAINTENANCE STABILISED, THE AREA SHOULD BE
TESTING (e.g. SOIL pH, NUTRIENT UNROLLED WILL HELP MAINTAIN ITS APPROPRIATELY REHABILITATED.
LEVELS) AND ANALYSIS HAS BEEN VIABILITY 1. DURING THE SITE'S CONSTRUCTION
COMPLETED, AND REQUIRED SOIL PERIOD, INSPECT THE DIVERSION 2. DISPOSE OF ANY COLLECTED
ADJUSTMENTS PERFORMED PRIOR TO 3. TURF SHOULD BE LAID ON A MINIMUM CHANNEL WEEKLY AND AFTER ANY SEDIMENT OR FILL IN A MANNER THAT
PLANTING. 75mm BED OF ADEQUATELY FERTILISED INCREASE IN FLOWS WITHIN THE WILL NOT CREATE AN EROSION OR
TOPSOIL RAKE THE SOIL SURFACE TO CHANNEL REPAIR ANY SLUMPS, WHEEL POLLUTION HAZARD.
3. CLEAR THE LOCATION FOR THE BREAK THE CRUST JUST BEFORE LAYING TRACK DAMAGE OR LOSS OF
CHANNEL, CLEARING ONLY WHAT IS THE TURF FREEBOARD. 3. GRADE THE AREA AND SMOOTH IT OUT
NEEDED TO PROVIDE ACCESS FOR IN PREPARATION FOR STABILISATION.
PERSONNEL AND CONSTRUCTION 4. DURING THE WARMER MONTHS, 2. ENSURE FILL MATERIAL OR SEDIMENT
EQUIPMENT LIGHTLY IRRIGATE THE SOIL IS NOT PARTIALLY BLOCKING THE 4. STABILISE THE AREA AS SPECIFIED IN
IMMEDIATELY BEFORE LAYING THE TURF. CHANNEL WHERE NECESSARY, REMOVE THE APPROVED PLAN.
4. REMOVE ROOTS, STUMPS, AND OTHER ANY DEPOSITED MATERIAL TO ALLOW
DEBRIS AND DISPOSE OF THEM 5. ENSURE THE TURF IS NOT LAID ON FREE DRAINAGE.
PROPERLY DO NOT USE DEBRIS TO GRAVEL, HEAVILY COMPACTED SOILS, OR 600�m Optional earth embankment
BUILD ANY ASSOCIATED EMBANKMENTS. SOILS THAT HAVE BEEN RECENTLY
1 1
TREATED WITH HERBICIDES. 1000mm �mm! /
to increase flow capacity
5. EXCAVATE THE DIVERSION CHANNEL (min) and/or act as freeboard
TO THE SPECIFIED SHAPE, ELEVATION 6. ENSURE THE TURF EXTENDS UP THE
AND GRADIENT THE SIDES OF THE SIDES OF THE DRAIN AT LEAST 100mm
CHANNEL SHOULD BE NO STEEPER THAN ABOVE THE ELEVATION OF THE CHANNEL Direction
A 2:1 (H:V) IF CONSTRUCTED IN EARTH, INVERT, OR AT LEAST TO A SUFFICIENT
UNLESS SPECIFICALLY DIRECTED WITHIN ELEVATION TO FULLY CONTAIN
of inflow
THE APPROVED PLANS. EXPECTED CHANNEL FLOW
6. STABILISE THE CHANNEL AND BANKS 7. ON CHANNEL GRADIENTS OF 3:1(H:V)
IMMEDIATELY UNLESS IT WILL OPERATE OR STEEPER, OR IN SITUATIONS WHERE
FOR LESS THAN 30 DAYS. IN EITHER HIGH FLOW VELOCITIE$ (i.e. VELOCITY
CASE, TEMPORARY EROSION >1.5m/s) ARE LIKELY WITHIN THE FIRST
PROTECTION (MATTING, ROCK, ETC.) TWO WEEK FOLLOWING PLACEMENT,
a: WILL BE REQUIRED AS SPECIFIED WITHIN SECURE THE INDIVIDUAL TURF STRIPS
� THE APPROVED PLANS OR AS DIRECTED.
I
l"
WITH WOODEN OR PLASTIC PEGS. Figure 1 - Typical profile of diversion channel with bank
7. ENSURE THE CHANNEL DISCHARGES 8. ENSURE THAT INTIMATE CONTACT IS
I Dec-09 I Diversion Channels
Drawn: Date:
� TO A STABLE AREA ACHIEVED AND MAINTAINED BETWEEN
·�,
fi GMW DC-01
cal
UL___________________________________L____L-.-_____.________________,�----"
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalLarge file: the download may take up to a minute.
Searchable page text hides email addresses. Original files are unchanged and may show email addresses.