Project Name:	EAR
	Project Code:	EAR	Site ID:	T349	Observation ID:	1
	Agency Name:	CSIRO Division of Soils (QLD)
	Site Information
	Desc. By:	R.J. Coventry	Locality:	CSIRO Experimental Site.
	Date Desc.:	06/08/79	Elevation:	No Data
	Map Ref.:	Sheet No. : 8057   1:100000	Rainfall:	650
	Northing/Long.:	145.863888888889	Runoff:	No Data
	Easting/Lat.:	-20.2305555555556	Drainage:	No Data
	Geology
	ExposureType:	Soil pit	Conf. Sub. is Parent. Mat.:	No Data
	Geol. Ref.:	No Data	Substrate Material:	No Data
	Land Form
	Rel/Slope Class: 	No Data	Pattern Type:	No Data
	Morph. Type:	No Data	Relief:	No Data
	Elem. Type:	No Data	Slope Category:	No Data
	Slope:	0 % 	Aspect:	No Data
	Surface Soil Condition (dry):	N/A
	Erosion:
	Soil Classification
	Australian Soil Classification:	Mapping Unit:	N/A
	Ferric Mesotrophic Yellow Kandosol     	Principal Profile Form:	Gn2.21
	ASC Confidence:	Great Soil Group:	Yellow earth
	All necessary analytical data are available.
	Site Disturbance:	No effective disturbance other than grazing by hoofed animals
	Vegetation:
	Surface Coarse Fragments:	No surface coarse fragments
	Profile Morphology
	A11	0 - 0.1 m	Brown (7.5YR4/3-Moist); Yellowish brown (10YR5/4-Dry); ; Loamy sand; Massive grade of 
	structure; Earthy fabric; Dry; Very firm consistence; Common, fine (1-2mm) roots; Clear change
	 to - 
	A12	0.1 - 0.2 m	Strong brown (7.5YR5/6-Moist); Reddish yellow (7.5YR6/5-Dry); ; Loamy sand; Massive grade 
	of structure; Earthy fabric; Dry; Very firm consistence; Few, fine (1-2mm) roots; Gradual 
	A3	0.2 - 0.3 m	Strong brown (7.5YR5/6-Moist); Light yellowish brown (10YR6/4-Dry); ; Sandy loam; Massive 
	grade of structure; Earthy fabric; Dry; Very firm consistence; 
	A3	0.3 - 0.4 m	Yellowish brown (10YR5/6-Moist); Yellow (10YR7/6-Dry); ; Sandy clay loam; Massive grade of
	 structure; Earthy fabric; Dry; Very firm consistence; Gradual change to - 
	B1	0.4 - 0.6 m	Brownish yellow (10YR6/8-Moist); , 2.5YR48, 20-50% , 5-15mm, Distinct; , 20-50% , 5-15mm, 
	Distinct; Sandy light clay; Massive grade of structure; Earthy fabric; Dry; Strong consistence; 
	Common (10 - 20 %), Ferruginous, Coarse (6 - 20 mm), Nodules; Clear change to - 
	B2	0.6 - 0.9 m	Brownish yellow (10YR6/6-Moist); ; Sandy light clay; Massive grade of structure; Earthy fabric;
	 Dry; Weak consistence; Many (20 - 50 %), Ferruginous, Coarse (6 - 20 mm), Nodules; 
	B2	0.9 - 1.01 m	Brownish yellow (10YR6/6-Moist); ; Sandy light clay; Massive grade of structure; Earthy fabric;
	 Dry; Weak consistence; Many (20 - 50 %), Ferruginous, Coarse (6 - 20 mm), Nodules; Clear 
	change to - 
	C1	1.01 - 1.2 m	Red (2.5YR4/8-Moist); , 2.5Y74, 20-50% , 0-5mm, Prominent; , 5Y71, 20-50% , 0-5mm, 
	Prominent; Sandy light clay; Massive grade of structure; Earthy fabric; Dry; Strong consistence;
	 0-2%, coarse gravelly, 20-60mm, subrounded, Quartz, coarse fragments; Very few (0 - 2 %), 
	Ferruginous, Coarse (6 - 20 mm), Nodules; 
	C1	1.2 - 1.5 m	Strong brown (7.5YR5/6-Moist); , 2.5Y74, 20-50% , 0-5mm, Prominent; , 5Y71, 20-50% , 0-
	5mm, Prominent; Sandy light clay; Massive grade of structure; Earthy fabric; Dry; Strong 
	consistence; 0-2%, coarse gravelly, 20-60mm, subrounded, Quartz, coarse fragments; 
	Common (10 - 20 %), Ferruginous, Coarse (6 - 20 mm), Nodules; Diffuse change to - 
	R1	1.5 - 1.72 m	Rock 
	R2	1.72 - 1.82 m	Rock 
	Morphological Notes

	Project Name:	EAR
	Project Code:	EAR	Site ID:	T349	Observation ID:	1
	Agency Name:	CSIRO Division of Soils (QLD)
	R2	Weathered fine grained igneous rock.
	Observation Notes
	Site Notes
	REDLANDS

	Project Name:	EAR
	Project Code:	EAR	Site ID:	T349	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	5.8A	 1.28H	 0.65	 0.12	<0.02	 0.06F	 2.3A	 2.1F
	0.1 - 0.2	5.8A	 0.36H	 0.44	 0.14	<0.02	 0.06F	 1.8A	 1F
	0.2 - 0.3	5.2A	 0.28H	 0.38	 0.12	<0.02	 0.24F	 1.7A	 1F
	0.3 - 0.4	 0.41H	 0.85	 0.04	<0.02	 0.52F	 2.2A	 1.8F
	0.4 - 0.6	5.1A	 0.71H	 2.63	 0.04	 0.02	 0.19F	 2.4A	 3.6F	0.83
	0.6 - 0.9	5.2A	 0.36H	 2.56	 0.03	 0.06	 0.22F	 2.9A	 3.2F	2.07
	0.9 - 1.01	 0.16H	 2.94	 0.03	 0.15	 0.58F	 2.9A	 3.9F	5.17
	1.01 - 1.2	5.8A	 0.17H	 3.16	 0.03	 0.24	 0.28F	 3A	 3.9F	8.00
	1.2 - 1.5	 0.02H	 3.4	 0.03	 0.39	 0.16F	 2.8A	 4F	13.93
	1.5 - 1.72	5.7A	<0.02H	 3.74	 0.02	 0.61	 0.21F	 3A	 4.6F	20.33
	1.72 - 1.82	5.4A	 0.029A	<0.02H	 4.3	 0.02	 0.88	 0.35F	 3.1A	 5.6F	28.39
	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	 3	 46A	 41	 6	 8
	0.1 - 0.2	 2	 45A	 42	 5	 8
	0.2 - 0.3	 3	 51A	 34	 5	 11
	0.3 - 0.4	 3	 41A	 31	 4	 24
	0.4 - 0.6	 11	 28A	 19	 5	 49
	0.6 - 0.9	 47	 30A	 15	 7	 48
	0.9 - 1.01	 39	 27A	 16	 6	 51
	1.01 - 1.2	 4	 25A	 19	 8	 47
	1.2 - 1.5	 26	 28A	 16	 9	 46
	1.5 - 1.72	 11	 25A	 12	 9	 55
	1.72 - 1.82	 29	 43A	 8	 15	 34
	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 - 0.4
	0.4 - 0.6
	0.6 - 0.9
	0.9 - 1.01
	1.01 - 1.2
	1.2 - 1.5
	1.5 - 1.72
	1.72 - 1.82

	Project Name:	EAR
	Project Code:	EAR	Site ID:	T349	Observation ID:	1
	Agency Name:	CSIRO Division of Soils (QLD)
	Laboratory Analyses Completed for this profile
	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
	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
	3A1	EC of 1:5 soil/water extract
	4A1	pH of 1:5 soil/water suspension
	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 (%)