Project Name:	YAL
	Project Code:	YAL	Site ID:	P671	Observation ID:	1
	Agency Name:	CSIRO Division of Soils (WA)
	Site Information
	Desc. By:	G.M. Dimmock	Locality:	Adjacent to proline bore A2 (1964 series) and deep 
	bore 4 (1968 Gemco series):
	Date Desc.:	28/10/71	Elevation:	 340 metres
	Map Ref.:	Sheet No. : 2134   1:100000	Rainfall:	620
	Northing/Long.:	116.475833333333	Runoff:	Rapid
	Easting/Lat.:	-31.7663888888889	Drainage:	Imperfectly drained
	Geology
	ExposureType:	Undisturbed soil core	Conf. Sub. is Parent. Mat.:	No Data
	Geol. Ref.:	No Data	Substrate Material:	Auger boring, 12 m deep,Granite 
	Land Form
	Rel/Slope Class: 	No Data	Pattern Type:	No Data
	Morph. Type:	Ridge	Relief:	No Data
	Elem. Type:	Hillcrest	Slope Category:	No Data
	Slope:	0 % 	Aspect:	No Data
	Surface Soil Condition (dry):
	Erosion:
	Soil Classification
	Australian Soil Classification:	Mapping Unit:	N/A
	Ferric Mesotrophic Brown Kurosol     	Principal Profile Form:	Dy5.81
	ASC Confidence:	Great Soil Group:	Lateritic podzolic 
	All necessary analytical data are available.	soil
	Site Disturbance:	Complete clearing. Pasture, native or improved, but never cultivated
	Vegetation:
	Tall Strata - Tree, , Isolated plants. *Species includes - None Recorded
	Surface Coarse Fragments:
	Profile Morphology
	A1	0 - 0.05 m	Very dark grey (10YR3/1-Moist); ; Sandy loam; Single grain grade of structure; Moderately moist; 
	Very weak consistence; 50-90%, coarse gravelly, 20-60mm, rounded, Substrate material, coarse
	 fragments; 
	0.05 - 0.1 m	Brown (10YR4/3-Moist); ; Loamy sand; Single grain grade of structure; Loose consistence; 90-
	100%, coarse gravelly, 20-60mm, Substrate material, coarse fragments; 
	0.1 - 0.2 m	Brown (10YR5/3-Moist); ; Loamy sand; Single grain grade of structure; Loose consistence; 90-
	100%, coarse gravelly, 20-60mm, Substrate material, coarse fragments; 
	0.2 - 0.3 m	Pale brown (10YR6/3-Moist); ; Sand; Single grain grade of structure; Loose consistence; 90-
	100%, coarse gravelly, 20-60mm, Substrate material, coarse fragments; 
	0.3 - 0.4 m	Pale brown (10YR6/3-Moist); ; Sand; Single grain grade of structure; Loose consistence; 90-
	100%, coarse gravelly, 20-60mm, Substrate material, coarse fragments; 
	0.4 - 0.5 m	Pale brown (10YR6/3-Moist); ; Sand; Single grain grade of structure; Loose consistence; 90-
	100%, coarse gravelly, 20-60mm, Substrate material, coarse fragments; 
	0.5 - 0.6 m	Brown (10YR5/3-Moist); ; Clayey sand (Light); Single grain grade of structure; Loose 
	consistence; 90-100%, coarse gravelly, 20-60mm, angular, Substrate material, coarse 
	fragments; 
	0.6 - 0.7 m	Yellowish brown (10YR5/4-Moist); ; Clayey sand; Massive grade of structure; Loose 
	consistence; 90-100%, coarse gravelly, 20-60mm, subangular, Substrate material, coarse 
	0.7 - 0.8 m	Yellowish brown (10YR5/4-Moist); ; Clayey sand; Massive grade of structure; Loose 
	consistence; 90-100%, coarse gravelly, 20-60mm, subangular, Substrate material, coarse 
	fragments; Clear change to - 
	0.85 - 0.9 m	Strong brown (7.5YR5/8-Moist); , 2.5YR36; Sandy clay loam; Massive grade of structure; Weak 
	consistence; 10-20%, fine gravelly, 2-6mm, rounded, Substrate material, coarse fragments; 
	0.9 - 1 m	Strong brown (7.5YR5/8-Moist); , 2.5YR46; , 10R36; Medium clay; Weak grade of structure, 2-5 
	mm, Subangular blocky; Weak consistence; 10-20%, fine gravelly, 2-6mm, rounded, Substrate 
	material, coarse fragments; 

	Project Name:	YAL
	Project Code:	YAL	Site ID:	P671	Observation ID:	1
	Agency Name:	CSIRO Division of Soils (WA)
	1 - 1.11 m	Strong brown (7.5YR5/8-Moist); , 2.5YR46; , 10R36; Medium clay; Weak grade of structure, 2-5 
	mm, Subangular blocky; Weak consistence; 10-20%, subangular, Substrate material, coarse 
	fragments; Abrupt, Irregular change to - 
	1.11 - 1.2 m	Brownish yellow (10YR6/8-Moist); , 10YR86; , 10R44; Medium clay; Massive grade of structure; 
	Weak consistence; 10-20%, fine gravelly, 2-6mm, Quartz, coarse fragments; 
	1.2 - 1.3 m	Brownish yellow (10YR6/8-Moist); , 10R44; , 5Y81; Medium clay; Massive grade of structure; 
	Weak consistence; 10-20%, fine gravelly, 2-6mm, Quartz, coarse fragments; 
	1.3 - 1.4 m	Brownish yellow (10YR6/8-Moist); , 5Y81; , 10R44; Medium clay; Massive grade of structure; 
	Weak consistence; 10-20%, fine gravelly, 2-6mm, Quartz, coarse fragments; 
	1.4 - 1.5 m	Brownish yellow (10YR6/8-Moist); , 5Y81; , 10R44; Medium clay; Massive grade of structure; 
	Weak consistence; 10-20%, fine gravelly, 2-6mm, Quartz, coarse fragments; 
	1.5 - 1.55 m	Brownish yellow (10YR6/8-Moist); , 5Y81; , 10R44; Medium clay; Massive grade of structure; 
	Weak consistence; 10-20%, fine gravelly, 2-6mm, Quartz, coarse fragments; 
	1.55 - 1.6 m	Brownish yellow (10YR6/8-Moist); , 5Y81; , 10R44; Medium clay; Massive grade of structure; 
	Weak consistence; 10-20%, fine gravelly, 2-6mm, Quartz, coarse fragments; 
	1.6 - 1.7 m	Brownish yellow (10YR6/8-Moist); , 5Y81; , 10R44; Medium clay; Massive grade of structure; 
	Weak consistence; 10-20%, fine gravelly, 2-6mm, Quartz, coarse fragments; Diffuse change to - 
	1.7 - 1.8 m	Brownish yellow (10YR6/8-Moist); , 5Y81; , 10R44; Medium clay; Massive grade of structure; 
	Weak consistence; 10-20%, fine gravelly, 2-6mm, Quartz, coarse fragments; 
	1.8 - 1.9 m	Brownish yellow (10YR6/8-Moist); , 5Y81; , 10R44; Medium clay; Massive grade of structure; 
	Weak consistence; 10-20%, fine gravelly, 2-6mm, Quartz, coarse fragments; 
	Morphological Notes
	Observation Notes
	0-111CM AL GV IS FERRUGINOUS:100-111CM AL GV FORMED FROM HARDENED RED MOTTLES:LAYERS RE NUMBERED 
	15/10/92               
	Site Notes

	Project Name:	YAL
	Project Code:	YAL	Site ID:	P671	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 - 0.05	6A	 0.196A
	0.05 - 0.1	5.7A	 0.083A	 3.27K	 0.56	 0.24	 0.14	 4.21E
	0.1 - 0.2	5.7A	 0.077A
	0.2 - 0.3	5.7A	 0.071A
	0.3 - 0.4	5.6A	 0.065A	 1.21K	 0.4	 0.6	 0.16	 2.37E
	0.4 - 0.5	5.7A	 0.068A
	0.5 - 0.6	5.7A	 0.068A
	0.6 - 0.7	5.7A	 0.063A	 0.91K	 0.45	 0.16	 0.07	 1.59E
	0.7 - 0.8	5.7A	 0.06A
	0.85 - 0.9
	0.9 - 1	5.4A	 0.071A	 1.12K	 0.76	 0.44	 0.2	 2.52E
	1 - 1.11	5.5A	 0.065A
	1.11 - 1.2	5.5A	 0.065A	 0.91K	 0.86	 0.21	 0.09	 2.07E
	1.2 - 1.3	5.1A	 0.057C
	1.3 - 1.4	4.8A	 0.063A	 0.4K	 0.65	 0.14	 0.09	 1.28E
	1.4 - 1.5	4.3A	 0.08A
	1.5 - 1.55	4.2A	 0.086A	 0.1K	 0.05	 0.07	 0.05	 0.27E
	1.55 - 1.6	4A	 0.086A
	1.6 - 1.7	4A	 0.092A	 0.05K	 0.2	 0.03	 0.07	 0.35E
	1.7 - 1.8	4.6A	 0.104A	 0.1K	 0.15	 0.06	 0.08	 0.39E
	1.8 - 1.9	4.3A	 0.098A	 0.1K	 0.15	 0.06	 0.12	 0.43E
	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 - 0.05	 66	 43D	 38	 8	 6
	0.05 - 0.1	 71	 41D	 41	 6	 8
	0.1 - 0.2	 71	 37D	 46	 7	 9
	0.2 - 0.3	 73	 37D	 52	 5	 6
	0.3 - 0.4	 78	 39D	 51	 6	 5
	0.4 - 0.5	 79	 43D	 44	 6	 7
	0.5 - 0.6	 78	 47D	 37	 8	 10
	0.6 - 0.7	 80	 47D	 37	 6	 10
	0.7 - 0.8	 74	 50D	 35	 5	 9
	0.85 - 0.9	 56	 60D	 17	 6	 18
	0.9 - 1	 48	 42D	 19	 8	 30
	1 - 1.11	 33	 34D	 21	 9	 34
	1.11 - 1.2	 27	 30D	 19	 16	 34
	1.2 - 1.3	 16	 25D	 22	 17	 34
	1.3 - 1.4	 9	 22D	 20	 19	 37
	1.4 - 1.5	 10	 20D	 19	 21	 38
	1.5 - 1.55	 4	 25D	 14	 23	 36
	1.55 - 1.6	 6	 33D	 11	 25	 29
	1.6 - 1.7	 4	 26D	 9	 29	 34
	1.7 - 1.8	 3	 22D	 10	 22	 45
	1.8 - 1.9	 1	 22D	 14	 27	 35
	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

	Project Name:	YAL
	Project Code:	YAL	Site ID:	P671	Observation ID:	1
	Agency Name:	CSIRO Division of Soils (WA)
	0 - 0.05
	0.05 - 0.1
	0.1 - 0.2
	0.2 - 0.3
	0.3 - 0.4
	0.4 - 0.5
	0.5 - 0.6
	0.6 - 0.7
	0.7 - 0.8
	0.85 - 0.9
	0.9 - 1
	1 - 1.11
	1.11 - 1.2
	1.2 - 1.3
	1.3 - 1.4
	1.4 - 1.5
	1.5 - 1.55
	1.55 - 1.6
	1.6 - 1.7
	1.7 - 1.8
	1.8 - 1.9

	Project Name:	YAL
	Project Code:	YAL	Site ID:	P671	Observation ID:	1
	Agency Name:	CSIRO Division of Soils (WA)
	Laboratory Analyses Completed for this profile
	15_NR_CA	Exch. basic cations (Ca++) - meq per 100g of soil - Not recorded
	15_NR_K	Exch. basic cations (K++) - meq per 100g of soil - Not recorded
	15_NR_MG	Exch. basic cations (Mg++) - meq per 100g of soil - Not recorded
	15_NR_NA	Exch. basic cations (Na++) - meq per 100g of soil - Not recorded
	15G1_H	Hydrogen Cation - meq per 100g of soil - 1M KCl Exch. Acidity By titration to pH 8.0
	2A1	Air-dry moisture content
	3A_TSS	Electrical conductivity or soluble salts - Total soluble salts %
	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_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