Council archive · source document
Approved Plans - EXE22-0013 · EXE22/0013
Plans and drawings: the text below has words only, no drawings.
Very large file (10.7 MB): may take a few minutes to open.
Original PDF page 28, section 1. The text section number identifies this passage in the reader.
GEOLOGY: Qhd/2‐SEQ
Location: Lot 35 on RP203515 (No.285) David Low Way,
Peregian Beach Qld 4573
1. Natural Surface Slope 8. Slope of Cut Face
Area Level Factor
Area Level Factor
Less than 30 Degrees L 0.5
x Less than 5 degrees L 0.1
x Between 30 and 45 VH 1
Between 5 and 15 M 0.5
Degrees
Degrees
Between 45 and 60 VH 1.5
Between 15 and 30 M 0.8
Degrees
degrees
Greater than 60 VH 3
Between 30 and 45 H 1.2
Degrees
degrees
More than 45 Degrees M 0.8
9. Material in Cutting
Area Level Factor
2. Slope Shape
Area Level Factor High Strength Rock L 0.5
Crest or ridge L 0.7 Medium Strength Rock L 1
Planar/ Convex M 0.9 Low Strength Rock M 1.2
Rough/ Irregular M 1.2 Very Low Strength Rock H 1.5
and Soil
x Concave H 1.5
x Soil VH 2
3. Site Geology
Area Level Factor 10. Cut Slope Support
Area Level Factor
Volcanic Extrusive Rock H 1.1
Concrete Wall L 0.5
x Sedimentary Rock M 1
Crib Wall M 0.9
Low Grade Metamorphic M 1
Rock Gabion Wall M 1
High Grade Metamorphic L 0.9 Rock Wall H 1.5
Rock Timber Wall H 2
x
Volcanic Intrusive Rock M 1
Unsupported H 2
4. Soils
Area Level Factor 11. Concentration of Surface Water
Area Level Factor
Rock at Surface VL 0.1
Ridge L 0.7
Residual Soil < 1m deep L 0.5
Crest M 0.8
Residual Soil 1 - 3m deep M 0.9
Upper Slope M 0.9
x Residual Soil > 3m deep H 1.5
Mid Slope H 1.2
Colluvial Soil < 1m deep H 1.5
x Lower Slope H 1.5
Colluvial Soil 1 - 3m deep VH 2
Colluvial Soil > 3m deep VH 4
12. Wastewater Disposal
Area Level Factor
5. Fill Height
Area Level Factor x Fully Sewered M 1
None L 0.9 Onsite Disposal - M 1.2
x Surface
Less than 1.0 m M 1.1
Onsite Disposal - Soak H 1.5
Between 1.0 m and 3.0 m M 1.3 Pit /Trench
Between 3.0 m and 6.0 m H 1.7
Greater than 6.0 m VH 2.5 13. Stormwater Disposal
Area Level Factor
6. Evidence of Groundwater x All Stormwater Piped to L 0.7
Area Level Factor Street Drainage
Rainwater Tank with M 1
x None Apparent L 0.7
Overflows
Minor Moistness M 0.9 Stormwater Discharge H 1.5
Generally Wet H 1.5 on Site
Subsurface Springs VH 3
14. Evidence of Instability
Area Level Factor
7. Cut Height
Area Level Factor x No sign of instability L 0.8
None (Go to section 11) L 0.9 Soil Creep H 1.2
Less than 1.0 m M 1.1 Minor Irregularity VH 2
x
Between 1.0 m and 3.0 m M 1.3 Major Irregularity VH 5
Between 3.0 m and 6.0 m H 1.7 Active Instability VH 10
Greater than 6.0 m VH 2.5
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalUsed in these records
Approved Plans - EXE22-0013Related documentApplication case desk ↗
About this file
- File size
- 10.7 MB (very large file)
- File type
No other editions are linked here.
Original file
Log in to download the original file
The download may take a few minutes. On mobile data, it is best to wait for Wi-Fi.