Project Name:	Regional
	Project Code:	REG	Site ID:	T232	Observation ID:	1
	Agency Name:	CSIRO Division of Soils (QLD)
	Site Information
	Desc. By:	R.J. Coventry	Locality:	6km east of Torrens creek.
	Date Desc.:	06/12/77	Elevation:	No Data
	Map Ref.:	Sheet No. : 7956   1:100000	Rainfall:	600
	Northing/Long.:	145.0875	Runoff:	No Data
	Easting/Lat.:	-20.7541666666667	Drainage:	No Data
	Geology
	ExposureType:	No Data	Conf. Sub. is Parent. Mat.:	No Data
	Geol. Ref.:	No Data	Substrate Material:	Unconsolidated material (unidentified) 
	Land Form
	Rel/Slope Class: 	Gently undulating rises 9-30m  	Pattern Type:	Plain
	1-3%
	Morph. Type:	Mid-slope	Relief:	20 metres
	Elem. Type:	Hillslope	Slope Category:	Gently inclined
	Slope:	0 % 	Aspect:	No Data
	Surface Soil Condition (dry):	N/A
	Erosion:
	Soil Classification
	Australian Soil Classification:	Mapping Unit:	N/A
	Haplic Petroferric Brown Kandosol     	Principal Profile Form:	Gn2.42
	ASC Confidence:	Great Soil Group:	Yellow earth
	All necessary analytical data are available.
	Site Disturbance:
	Vegetation:
	Surface Coarse Fragments:
	Profile Morphology
	A1	0 - 0.1 m	Very dark greyish brown (10YR3/2-Moist); ; Sandy loam; Massive grade of structure; Earthy 
	fabric; Gradual change to - 
	B1	0.1 - 0.2 m	Brown (7.5YR4/4-Moist); ; Sandy loam; Massive grade of structure; Earthy fabric; Gradual 
	change to - 
	B1	0.2 - 0.3 m	Brown (7.5YR4/4-Moist); ; Sandy loam; Massive grade of structure; Earthy fabric; Gradual 
	change to - 
	B21	0.3 - 0.45 m	Yellowish brown (10YR5/7-Moist); ; Sandy clay loam; Massive grade of structure; Earthy fabric; 
	Abrupt change to - 
	B21	0.45 - 0.6 m	Yellowish brown (10YR5/7-Moist); ; Sandy clay loam; Massive grade of structure; Earthy fabric; 
	Abrupt change to - 
	B21	0.6 - 0.75 m	Yellowish brown (10YR5/7-Moist); ; Sandy clay loam; Massive grade of structure; Earthy fabric; 
	Abrupt change to - 
	B21	0.75 - 0.86 m	Yellowish brown (10YR5/7-Moist); ; Sandy clay loam; Massive grade of structure; Earthy fabric; 
	Abrupt change to - 
	B22/C	0.86 - 1.05 m	Yellowish brown (10YR5/7-Moist); ; Sandy clay loam; Massive grade of structure; Earthy fabric; 
	Very many (50 - 100 %), Ferruginous, Very coarse (20 - 60 mm), Nodules; 
	B22/C	1.05 - 1.2 m	Yellowish brown (10YR5/7-Moist); ; Sandy clay loam; Massive grade of structure; Earthy fabric; 
	Very many (50 - 100 %), Ferruginous, Very coarse (20 - 60 mm), Nodules; 
	B22/C	1.2 - 1.35 m	Yellowish brown (10YR5/7-Moist); ; Sandy clay loam; Massive grade of structure; Earthy fabric; 
	Very many (50 - 100 %), Ferruginous, Very coarse (20 - 60 mm), Nodules; 
	B22/C	1.35 - 1.5 m	Yellowish brown (10YR5/7-Moist); ; Sandy clay loam; Massive grade of structure; Earthy fabric; 
	Very many (50 - 100 %), Ferruginous, Very coarse (20 - 60 mm), Nodules; 
	Morphological Notes
	Observation Notes
	THE IRONSTONE NODULES FROM 86CM ARE CEMENTED TOGETHER WITH FERRUGINOUS CEMENT.  THE WHOLE 
	LAYER APART FROM VOIDS OF B21 MATERIAL IS VERY HARD.

	Project Name:	Regional
	Project Code:	REG	Site ID:	T232	Observation ID:	1
	Agency Name:	CSIRO Division of Soils (QLD)
	Site Notes
	TORRENS CREEK

	Project Name:	Regional
	Project Code:	REG	Site ID:	T232	Observation ID:	1
	Agency Name:	CSIRO Division of Soils (QLD)
	Laboratory Test Results:
	Depth	pH	1:5 EC	Exchangeable Cations 	Exchangeable	CEC	ECEC	ESP
	Ca	Mg	K	Na	Acidity
	 m	 dS/m	Cmol (+)/kg 	%
	0 - 0.1	6.2A	 2.04H	 1.18	 0.33	 0.02	 0.15F	 5.09A	 3.7F	0.39
	 4.2C	0.48
	0.1 - 0.2	6A
	0.2 - 0.3	5.8A	 1H	 0.88	 0.21	 0.02	 0.22F	 3.01A	 2.3F	0.66
	 2.9C	0.69
	0.3 - 0.45	5.8A
	0.45 - 0.6	5.9A
	0.6 - 0.75	6A	 0.91H	 1.28	 0.08	 0.02	 0.17F	 2.82A	 2.5F	0.71
	 3C	0.67
	0.75 - 0.86	6A
	0.86 - 1.05	6.2A
	1.05 - 1.2	6.4A	 0.51H	 1.78	 0.06	 0.09	 0.24F	 3.34A	 2.7F	2.69
	1.2 - 1.35	6.2A
	1.35 - 1.5	6.4A
	Depth	CaCO3	Organic	Avail.	Total	Total	Total	Bulk 	Particle  Size  Analysis
	C	P	P	N	K	Density	GV	CS	FS	Silt	Clay
	 m	%	%	 mg/kg	%	%	%	 Mg/m3	%
	0 - 0.1	 1.2D	 5B	 0.013A	 0.031A	 0.1A	 2	 48A	 29	 7	 15
	0.1 - 0.2	 0.34D	 4B	 0.024A	 7	 46A	 29	 7	 17
	0.2 - 0.3	 0.26D	 3B	 0.008A	 0.022A	 0.1A	 6	 45A	 29	 6	 20
	0.3 - 0.45	 6	 42A	 28	 6	 23
	0.45 - 0.6	 4	 43A	 26	 5	 27
	0.6 - 0.75	 0.008A	 0.1A	 9	 42A	 26	 6	 27
	0.75 - 0.86	 22	 45A	 25	 6	 25
	0.86 - 1.05	 30	 36A	 30	 5	 29
	1.05 - 1.2	 0.011A	 0.12A	 36	 36A	 30	 6	 28
	1.2 - 1.35
	1.35 - 1.5
	Depth	COLE	Gravimetric/Volumetric Water Contents	K sat	K unsat
	Sat.	0.05 Bar	0.1 Bar	0.5 Bar	1 Bar	5 Bar	15 Bar
	 m	g/g -  m3/m3	mm/h	mm/h
	0 - 0.1
	0.1 - 0.2
	0.2 - 0.3
	0.3 - 0.45
	0.45 - 0.6
	0.6 - 0.75
	0.75 - 0.86
	0.86 - 1.05
	1.05 - 1.2
	1.2 - 1.35
	1.35 - 1.5

	Project Name:	Regional
	Project Code:	REG	Site ID:	T232	Observation ID:	1
	Agency Name:	CSIRO Division of Soils (QLD)
	Laboratory Analyses Completed for this profile
	10A1	Total sulfur - X-ray fluorescence
	13C1_FE	Citrate/dithionite-extractable iron, aluminium, Manganese and Silicon
	15A2_CEC	Exchangeable bases- 1M ammonium chloride at pH 7.0, pretreatment for soluble salts
	15D1_CEC	CEC - 1M ammonium acetate at pH 7.0, pretreatment for soluble salts; manual leach
	15E1_CA	Exchangeable bases (Ca2+,Mg2+,Na+,K+) by compulsive exchange, no pretreatment for soluble 
	15E1_K	Exchangeable bases, CEC and AEC by compulsive exchange, no pretreatment for soluble salts
	15E1_MG	Exchangeable bases, CEC and AEC by compulsive exchange, no pretreatment for soluble salts
	15E1_NA	Exchangeable bases, CEC and AEC by compulsive exchange, no pretreatment for soluble salts
	15G_C	Exchange acidity (hydrogen and aluminium) - meq per 100g of soil - By 1M KCl exch. acidity by 
	titration to pH 8.4
	15J1	Effective CEC
	17A1	Total potassium - X-ray fluorescence
	4A1	pH of 1:5 soil/water suspension
	6A1_UC	Organic carbon (%) - Uncorrected Walkley and Black method
	7A2	Total nitrogen - semimicro Kjeldahl , automated colour
	9A1	Total phosphorus - X-ray fluorescence
	9G_BSES	Available P (mg/kg) - Acid P - 0.005M H2SO4 (BSES)
	P10_CF_C	Clay (%) - Coventry and Fett pipette method
	P10_CF_CS	Coarse sand (%) - Coventry and Fett pipette method
	P10_CF_FS	Fine sand (%) - Coventry and Fett pipette method
	P10_CF_Z	Silt (%) - Coventry and Fett pipette method
	P10_GRAV	Gravel (%)