Project Name:	YAL
	Project Code:	YAL	Site ID:	P666	Observation ID:	1
	Agency Name:	CSIRO Division of Soils (WA)
	Site Information
	Desc. By:	E. Bettenay	Locality:	1.1KM south east of Bakers Hill:
	Date Desc.:	19/11/70	Elevation:	 298 metres
	Map Ref.:	Sheet No. : 2134   1:100000	Rainfall:	620
	Northing/Long.:	116.483333333333	Runoff:	Moderately rapid
	Easting/Lat.:	-31.7833333333333	Drainage:	Moderately well drained
	Geology
	ExposureType:	Undisturbed soil core	Conf. Sub. is Parent. Mat.:	No Data
	Geol. Ref.:	No Data	Substrate Material:	Granite 
	Land Form
	Rel/Slope Class: 	No Data	Pattern Type:	Rises
	Morph. Type:	Upper-slope	Relief:	No Data
	Elem. Type:	Hillslope	Slope Category:	No Data
	Slope:	0 % 	Aspect:	No Data
	Surface Soil Condition (dry):
	Erosion:
	Soil Classification
	Australian Soil Classification:	Mapping Unit:	N/A
	Mottled Mesotrophic Grey Kurosol     	Principal Profile Form:	Dy5.61
	ASC Confidence:	Great Soil Group:	Lateritic podzolic 
	No analytical data are available but confidence is fair.	soil
	Site Disturbance:	Complete clearing. Pasture, native or improved, but never cultivated
	Vegetation:
	Surface Coarse Fragments:	20-50%, , , Substrate material
	Profile Morphology
	0 - 0.1 m	Brown (10YR5/3-Moist); ; Sand; 50-90%, Substrate material, coarse fragments; 
	0.1 - 0.2 m	Brown (10YR5/3-Moist); ; Sand; 50-90%, Substrate material, coarse fragments; 
	0.2 - 0.3 m	Brown (10YR5/3-Moist); ; Sand; 50-90%, Substrate material, coarse fragments; 
	0.3 - 0.6 m	Brown (10YR5/3-Moist); ; Sand; 50-90%, Substrate material, coarse fragments; 
	0.68 - 0.9 m	Brownish yellow (10YR6/6-Moist); , 7.5YR58; Sandy medium clay; 
	0.9 - 0.95 m	Brownish yellow (10YR6/6-Moist); , 7.5YR58; Sandy medium clay; 
	0.95 - 1.06 m	Yellow (10YR7/6-Moist); , 2.5Y74; , 7.5YR54; Medium clay; Moderate grade of structure, 5-10 
	mm, Platy; Strong grade of structure, 2-5 mm, Polyhedral; Smooth-ped fabric; Very strong 
	consistence; Diffuse change to - 
	1.06 - 1.2 m	Light grey (2.5Y7/2-Moist); , 10YR68; , 10R36; Light clay; Moderate grade of structure, 5-10 mm, 
	Platy; Strong grade of structure, 2-5 mm, Polyhedral; Very strong consistence; Diffuse change 
	to - 
	1.2 - 1.3 m	Light grey (2.5Y7/2-Moist); , 10YR68; , 10R36; Light clay; Strong grade of structure, 5-10 mm, 
	Polyhedral; Rigid consistence; Few, fine (1-2mm) roots; Diffuse change to - 
	1.3 - 1.5 m	Light grey (2.5Y7/2-Moist); , 10R48; , 10YR68; Light clay; Strong grade of structure, 20-50 mm, 
	Subangular blocky; Smooth-ped fabric; Rigid consistence; Common, fine (1-2mm) roots; 
	1.5 - 1.74 m	 (N8/0-Moist); , 10R36; , 2.5Y62; Light clay; Strong grade of structure, 20-50 mm, Polyhedral; 
	Common, fine (1-2mm) roots; 
	1.74 - 1.89 m	 (N8/0-Moist); , 10R36; , 2.5Y62; Light clay; Weak grade of structure, 20-50 mm, Polyhedral; 
	Common
	Morphological Notes
	Observation Notes
	0-60CM AL GV IS FERRUGINOUS: 95-120CM HACKLY FRACTURING: 150-189CM LbG STAINS ON AGGREGATE FACES + 
	ROOT CHANNELS:       LAYERS RE NUMBERED 15/10/92
	Site Notes

	Project Name:	YAL
	Project Code:	YAL	Site ID:	P666	Observation ID:	1
	Agency Name:	CSIRO Division of Soils (WA)
	BAKERS HILL

	Project Name:	YAL
	Project Code:	YAL	Site ID:	P666	Observation ID:	1
	Agency Name:	CSIRO Division of Soils (WA)
	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	5.6A	 0.104A
	0.1 - 0.2	5.5A	 0.092A
	0.2 - 0.3	5.7A	 0.077A
	0.3 - 0.6	5.5A	 0.06A
	0.68 - 0.9	5.4A	 0.06A
	0.9 - 0.95	4.6A	 0.074A
	0.95 - 1.06	4.4A	 0.092A
	1.06 - 1.2	4.2A	 0.092A
	1.2 - 1.3	4.2A	 0.09A
	1.3 - 1.5	4.2A	 0.09A
	1.5 - 1.74	4.2A	 0.095A
	1.74 - 1.89	4.2A	 0.107A
	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	 62D	 20	 2	 13
	0.1 - 0.2	 52D	 23	 6	 18
	0.2 - 0.3	 57D	 27	 2	 12
	0.3 - 0.6	 61D	 28	 1	 8
	0.68 - 0.9	 27D	 14	 6	 50
	0.9 - 0.95	 16D	 15	 11	 56
	0.95 - 1.06	 18D	 13	 12	 55
	1.06 - 1.2	 23D	 6	 15	 54
	1.2 - 1.3	 22D	 7	 14	 55
	1.3 - 1.5	 27D	 8	 17	 46
	1.5 - 1.74	 29D	 8	 16	 45
	1.74 - 1.89	 32D	 8	 13	 43
	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 - 0.6
	0.68 - 0.9
	0.9 - 0.95
	0.95 - 1.06
	1.06 - 1.2
	1.2 - 1.3
	1.3 - 1.5
	1.5 - 1.74
	1.74 - 1.89

	Project Name:	YAL
	Project Code:	YAL	Site ID:	P666	Observation ID:	1
	Agency Name:	CSIRO Division of Soils (WA)
	Laboratory Analyses Completed for this profile
	2A1	Air-dry moisture content
	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
	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