Project Name:	Regional
	Project Code:	REG	Site ID:	T23	Observation ID:	1
	Agency Name:	CSIRO Division of Soils (QLD)
	Site Information
	Desc. By:	R.F. Isbell	Locality:	On crest of low gilgai mound :
	Date Desc.:	09/09/64	Elevation:	No Data
	Map Ref.:	Sheet No. : 8258   1:100000	Rainfall:	0
	Northing/Long.:	146.833333333333	Runoff:	Slow
	Easting/Lat.:	-19.6166666666667	Drainage:	No Data
	Geology
	ExposureType:	No Data	Conf. Sub. is Parent. Mat.:	No Data
	Geol. Ref.:	  Qa	Substrate Material:	No Data
	Land Form
	Rel/Slope Class: 	No Data	Pattern Type:	Alluvial plain
	Morph. Type:	No Data	Relief:	No Data
	Elem. Type:	Plain	Slope Category:	No Data
	Slope:	0 % 	Aspect:	No Data
	Surface Soil Condition (dry):	Self-mulching
	Erosion:
	Soil Classification
	Australian Soil Classification:	Mapping Unit:	N/A
	Epicalcareous-Endohypersodic Self-Mulching Grey Vertosol   	Principal Profile Form:	Ug5.29
	  
	ASC Confidence:	Great Soil Group:	Grey clay
	All necessary analytical data are available.
	Site Disturbance:	No effective disturbance other than grazing by hoofed animals
	Vegetation:	Low Strata - Tussock grass, 1.01-3m, Mid-dense. *Species includes - Heteropogon contortus
	Mid Strata - Tree, 3.01-6m, Sparse. *Species includes - Grevillea species
	Tall Strata - Tree, 6.01-12m, Mid-dense. *Species includes - Eucalyptus alba, Eucalyptus papuana
	Surface Coarse Fragments:	2-10%, cobbly, 60-200mm, rounded, Gravel
	Profile Morphology
	A1	0 - 0.1 m	Dark greyish brown (2.5Y4/2-Moist); Dark greyish brown (2.5Y4/2-Dry); ; Light medium clay 
	(Heavy); Moderate grade of structure, 10-20 mm, Granular; Dry; Very strong consistence; 0-2%, 
	stony, 200-600mm, Gravel, coarse fragments; Very few (0 - 2 %), Manganiferous, Fine (0 - 2 mm),
	 Nodules; Few (2 - 10 %), Calcareous, , Concretions; Clear change to - 
	B21	0.1 - 0.36 m	Dark greyish brown (2.5Y4/2-Moist); Dark greyish brown (2.5Y4/2-Dry); ; Heavy clay; Moderate 
	grade of structure, 20-50 mm, Subangular blocky; Dry; Strong consistence; 0-2%, medium 
	gravelly, 6-20mm, Gravel, coarse fragments; Very few (0 - 2 %), Manganiferous, Fine (0 - 2 mm), 
	Nodules; Common (10 - 20 %), Calcareous, Coarse (6 - 20 mm), Concretions; 
	B22	0.36 - 0.61 m	Dark greyish brown (2.5Y4/2-Moist); ; Heavy clay; Moderate grade of structure, Lenticular; Dry; 
	Strong consistence; 0-2%, medium gravelly, 6-20mm, Gravel, coarse fragments; Very few (0 - 2 
	%), Manganiferous, Fine (0 - 2 mm), Nodules; Common (10 - 20 %), Calcareous, Coarse (6 - 20 
	mm), Concretions; 
	B22	0.61 - 0.91 m	Dark greyish brown (2.5Y4/2-Moist); ; Heavy clay; Moderate grade of structure, Lenticular; Dry; 
	Strong consistence; 0-2%, medium gravelly, 6-20mm, Gravel, coarse fragments; Very few (0 - 2 
	%), Manganiferous, Fine (0 - 2 mm), Nodules; Common (10 - 20 %), Calcareous, Coarse (6 - 20 
	mm), Concretions; Gradual change to - 
	B23	0.91 - 1.22 m	Dark greyish brown (2.5Y4/3-Moist); ; Heavy clay; Moderate grade of structure; Dry; Strong 
	consistence; 0-2%, coarse gravelly, 20-60mm, Gravel, coarse fragments; Few (2 - 10 %), 
	Manganiferous, Fine (0 - 2 mm), Nodules; Few (2 - 10 %), Calcareous, Medium (2 -6 mm), 
	Concretions; Gradual change to - 
	B24	1.22 - 1.52 m	Yellowish brown (10YR5/4-Moist); ; Heavy clay; Dry; Strong consistence; 0-2%, coarse gravelly, 
	20-60mm, Gravel, coarse fragments; Few (2 - 10 %), Manganiferous, Fine (0 - 2 mm), Nodules; 
	Few (2 - 10 %), Calcareous, Medium (2 -6 mm), Concretions; Gradual change to - 
	B24	1.52 - 1.83 m	Yellowish brown (10YR5/4-Moist); ; Heavy clay; Dry; Strong consistence; 0-2%, coarse gravelly, 
	20-60mm, Gravel, coarse fragments; Few (2 - 10 %), Manganiferous, Fine (0 - 2 mm), Nodules; 
	Few (2 - 10 %), Calcareous, Medium (2 -6 mm), Concretions; Gradual change to - 

	Project Name:	Regional
	Project Code:	REG	Site ID:	T23	Observation ID:	1
	Agency Name:	CSIRO Division of Soils (QLD)
	B24	1.83 - 2.29 m	Yellowish brown (10YR5/4-Moist); ; Heavy clay; Dry; Strong consistence; 0-2%, coarse gravelly, 
	20-60mm, Gravel, coarse fragments; Few (2 - 10 %), Manganiferous, Fine (0 - 2 mm), ; Few (2 - 
	10 %), Calcareous, Medium (2 -6 mm), Concretions; Gradual change to - 
	2.29 - 2.59 m	Grey (2.5Y5/1-Moist); ; Heavy clay; Strong consistence; 0-2%, coarse gravelly, 20-60mm, Gravel, 
	coarse fragments; Few (2 - 10 %), Calcareous, Medium (2 -6 mm), Concretions; Gradual change 
	to - 
	Morphological Notes
	Observation Notes
	Site Notes
	LANSDOWN

	Project Name:	Regional
	Project Code:	REG	Site ID:	T23	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	7.1A	 0.089A	 18E	 4.8	 0.37	 0.65	 2.4F	 26C	 26.2F	2.50
	0.1 - 0.36	8.6A	 0.148A
	0.36 - 0.61	8.9A	 0.327A	 11.2E	 6.6	 0.08	 3.3
	0.61 - 0.91	8.7A	 0.803A
	0.91 - 1.22	8.7A	 1.1A	 9E	 8.2	 0.15	 6.5
	1.22 - 1.52	8.9A	 0.952A
	1.52 - 1.83	8.9A	 0.892A
	1.83 - 2.29	8.6A	 0.863A
	2.29 - 2.59	8.1A	 0.744A
	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	 0.7A	 1D	 9B	 0.018A	 0.1A	 2	 24D	 32	 15	 30
	0.1 - 0.36	 6B
	0.36 - 0.61	 3A	 0.008A	 6	 9D	 27	 17	 47
	0.61 - 0.91
	0.91 - 1.22	 2.9A
	1.22 - 1.52
	1.52 - 1.83
	1.83 - 2.29
	2.29 - 2.59	 0.012A
	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 - 0.36
	0.36 - 0.61
	0.61 - 0.91
	0.91 - 1.22
	1.22 - 1.52
	1.52 - 1.83
	1.83 - 2.29
	2.29 - 2.59

	Project Name:	Regional
	Project Code:	REG	Site ID:	T23	Observation ID:	1
	Agency Name:	CSIRO Division of Soils (QLD)
	Laboratory Analyses Completed for this profile
	15C1_CA	Exchangeable bases (Ca2+,Mg2+,Na+,K+) - alcoholic 1M ammonium chloride at pH 8.5, 
	pretreatment for soluble salts
	15C1_K	Exchangeable bases and CEC - alcoholic 1M ammonium chloride at pH 8.5, pretreatment for soluble
	 salts
	15C1_MG	Exchangeable bases and CEC - alcoholic 1M ammonium chloride at pH 8.5, pretreatment for soluble
	 salts
	15C1_NA	Exchangeable bases and CEC - alcoholic 1M ammonium chloride at pH 8.5, pretreatment for soluble
	 salts
	15D1_CEC	CEC - 1M ammonium acetate at pH 7.0, pretreatment for soluble salts; manual leach
	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
	19A1	Carbonates - rapid titration
	3A1	EC of 1:5 soil/water extract
	4A1	pH of 1:5 soil/water suspension
	5A2	Chloride - 1:5 soil/water extract, automated colour
	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_GRAV	Gravel (%)
	P10_PB_C	Clay (%) - Plummet balance
	P10_PB_CS	Coarse sand (%) - Plummet balance
	P10_PB_FS	Fine sand (%) - Plummet balance
	P10_PB_Z	Silt (%) - Plummet balance