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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.
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Log in to see the plans as drawnEROSION AND SEDIMENT CONTROL PLAN (36 Tunba Court, Cooroy Mountain) SITE FEATURES Overland Flow Construction Area Suggested Total Catchment Calculated Mean Calculated Soil Erosion Sediment Sub-catchment Area (ha) Loss per Area Slope Lossꜞ (t/ha/yr) Hazard Control (t/yr) % Technique² Catchment 1 0.24 623 149 30 High Type 2 1. A = K x R x LS x P x C Equation 1 (IECA 2008, Best Practice Erosion and Sediment) Where: 2. TYPE 1 : Sediment Basin A is the predicted soil loss per hectare per year TYPE 2: Filter tube dam, rock filter dam, K is the soil erodibility factor = 0.017 (sandy clay sub-soils) sediment trench, sediment weir, R is the rainfall erosivity factor = 4217 compost/mulch berm. LS is the slope length/gradient factor as Table E3 (IECA 2008)= 6.69 TYPE 3: Sediment fence mulch berms, P is the erosion control practice factor = 1.3 sediment trap. C is the ground cover and management factor = 1 Client PROJECT TITLE DRAWING TITLE 36 Tunba Court, Cooroy Moun- Erosion and Sediment Control Plan Site Geoff & Tamara Hussin tain (new shed) Features and Catchment Boundaries 19 Central Park Drive, Yandina 4561 www.aussieenvironmental.com.au Drawing No. ESCP01
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