Project Name:	YAL
	Project Code:	YAL	Site ID:	P552A	Observation ID:	1
	Agency Name:	CSIRO Division of Soils (WA)
	Site Information
	Desc. By:	G.M. Dimmock	Locality:	97KM S.W. of main road through property on south 
	side of E. Watson's 'Spillway Sand' plot enclosure: in
	 from P552:
	Date Desc.:	02/09/69	Elevation:	 341 metres
	Map Ref.:	Sheet No. : 2134   1:100000	Rainfall:	620
	Northing/Long.:	116.466666666667	Runoff:	Rapid
	Easting/Lat.:	-31.7666666666667	Drainage:	Imperfectly drained
	Geology
	ExposureType:	Soil pit	Conf. Sub. is Parent. Mat.:	No Data
	Geol. Ref.:	No Data	Substrate Material:	Auger boring, 35 m deep,Granite 
	Land Form
	Rel/Slope Class: 	No Data	Pattern Type:	Plain
	Morph. Type:	Flat	Relief:	No Data
	Elem. Type:	Drainage depression	Slope Category:	No Data
	Slope:	2.5 % 	Aspect:	No Data
	Surface Soil Condition (dry):
	Erosion:
	Soil Classification
	Australian Soil Classification:	Mapping Unit:	N/A
	 N/A    	Principal Profile Form:	Uc2.12
	ASC Confidence:	Great Soil Group:	Lateritic podzolic 
	Confidence level not specified	soil
	Site Disturbance:	Complete clearing. Pasture, native or improved, cultivated at some stage
	Vegetation:
	Surface Coarse Fragments:
	Profile Morphology
	A1p	0 - 0.04 m	Very dark grey (10YR3/1-Moist); Dark grey (10YR4/1-Dry); ; Sand; Single grain grade of structure; 
	Dry; Loose consistence; 50-90%, cobbly, 60-200mm, Substrate material, coarse fragments; 
	Clear, Irregular change to - 
	A21	0.04 - 0.1 m	Grey (10YR5/1-Moist); Light brownish grey (10YR6/2-Dry); ; Sand; Single grain grade of structure;
	 Dry; Loose consistence; 90-100%, coarse gravelly, 20-60mm, Substrate material, coarse 
	fragments; Gradual change to - 
	A22	0.1 - 0.2 m	Light brownish grey (10YR6/2-Moist); Light grey (10YR7/2-Dry); ; Sand; Single grain grade of 
	structure; Dry; Loose consistence; 90-100%, Substrate material, coarse fragments; Diffuse 
	change to - 
	A23	0.2 - 0.3 m	Pale brown (10YR6/3-Moist); Light grey (10YR7/2-Dry); ; Sand; Single grain grade of structure; 
	Moderately moist; Loose consistence; 90-100%, Substrate material, coarse fragments; Diffuse 
	change to - 
	A24	0.3 - 0.6 m	Pale brown (10YR6/3-Moist); Light grey (10YR7/2-Dry); ; Sand; Single grain grade of structure; 
	Moderately moist; Loose consistence; 90-100%, bouldery, 600mm-2m, Substrate material, 
	coarse fragments; Gradual change to - 
	A25	0.6 - 0.9 m	Light yellowish brown (10YR6/4-Moist); Light grey (10YR7/2-Dry); ; Sand; Single grain grade of 
	structure; Moderately moist; Loose consistence; Diffuse, Irregular change to - 
	0.9 - 1.2 m	; Sand; Weak grade of structure, 20-50 mm, Platy; 
	1.2 - 1.37 m	; Clayey sand; Weak grade of structure, 20-50 mm, Platy; Abrupt, Irregular change to - 
	1.37 - 1.5 m	Brownish yellow (10YR6/6-Dry); , 10R56; Sandy clay loam; Weak grade of structure, 20-50 mm, 
	Platy; Diffuse, Irregular change to - 
	1.5 - 1.63 m	Reddish yellow (7.5YR6/6-Dry); , 10R46; , 10YR63; Sandy clay loam; Massive grade of structure;
	 Very strong consistence; Diffuse change to - 
	1.63 - 1.8 m	Brownish yellow (10YR6/6-Dry); , 10YR73; , 10R46; Sandy clay loam; Massive grade of 
	structure; Very strong consistence; 10-20%, medium gravelly, 6-20mm, Substrate material, 
	coarse fragments; Clear, Irregular change to - 

	Project Name:	YAL
	Project Code:	YAL	Site ID:	P552A	Observation ID:	1
	Agency Name:	CSIRO Division of Soils (WA)
	1.8 - 2 m	Brownish yellow (10YR6/6-Dry); , 10YR76; , 2.5Y74; Sandy medium clay; Massive grade of 
	structure; Very strong consistence; 2-10%, Substrate material, coarse fragments; , Ferruginous, 
	Coarse (6 - 20 mm), Soft segregations; FewDiffuse change to - 
	2 - 2.25 m	Light grey (2.5Y7/2-Dry); , 10YR76; , 7.5YR66; Medium clay; Massive grade of structure; 2-10%, 
	fine gravelly, 2-6mm, Substrate material, coarse fragments; Few cutans, <10% of ped faces or 
	walls coated; Few, very fine (0-1mm) roots; Gradual change to - 
	2.25 - 2.44 m	Strong brown (7.5YR5/6-Dry); , 2.5Y72; , 10R46; Medium clay; Massive grade of structure; 
	Common cutans, 10-50% of ped faces or walls coated, distinct; FewClear change to - 
	2.44 - 2.53 m	Strong brown (7.5YR5/6-Dry); , 7.5R44; , 2.5Y82; Medium clay; Massive grade of structure; 
	Common cutans, 10-50% of ped faces or walls coated, distinct; Few, very fine (0-1mm) roots; 
	Clear change to - 
	2.53 - 2.73 m	White (2.5Y8/1-Dry); , 7.5YR68; , 7.5R44; Medium clay; Massive grade of structure; Many cutans,
	 >50% of ped faces or walls coated, distinct; FewDiffuse change to - 
	2.73 - 2.88 m	White (2.5Y8/1-Dry); , 7.5R44; , 7.5YR66; Medium clay; Massive grade of structure; Common 
	cutans, 10-50% of ped faces or walls coated, distinct; Few, very fine (0-1mm) roots; 
	Morphological Notes
	Observation Notes
	0-225CM AL GV IS FERRUGINOUS: 90-137CM FRAGMENTARY DURICRUST:          LAYERS RE NUMBERED 15/10/92            
	          
	Site Notes
	AVON L.S.2/80

	Project Name:	YAL
	Project Code:	YAL	Site ID:	P552A	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 - 0.04	6A	 0.06A	 4.5K	 0.6	 0.1	 0.2	 5.8B
	0.04 - 0.1	6A	 0.06A
	0.1 - 0.2	6.1A	 0.06A
	0.2 - 0.3	6.2A	 0.06A	 0.8K	 0.2	 0	 0.1	 1.1E
	0.3 - 0.6	6.4A	 0.06A
	0.6 - 0.9	6.4A	 0.06A	 0.6K	 0.3	 0	 0.1	 1E
	0.9 - 1.2	6.5A	 0.06A
	1.2 - 1.37	6.6A	 0.06A	 0.6K	 0.3	 0.2	 0.2	 1.3E
	1.37 - 1.5	6.7A	 0.06A	 0.8K	 0.8	 0.1	 0.2	 1.9E
	1.5 - 1.63	6.9A	 0.06A	 0.8K	 0.9	 0.1	 0.2	 2E
	1.63 - 1.8	6.9A	 0.06A	 0.7K	 0.9	 0.1	 0.2	 1.9E
	1.8 - 2	6.8A	 0.06A	 0.6K	 1.1	 0.1	 0.2	 2E
	2 - 2.25	6.7A	 0.06A	 0.5K	 1.3	 0.1	 0.3	 1.9E
	2.25 - 2.44	6.2A	 0.119A	 0.5K	 2	 0.1	 0.7	 2.6E
	2.44 - 2.53	5.8A	 0.179A	 0.3K	 2.3	 0.1	 1	 2.7E
	2.53 - 2.73	5.4A	 0.208A	 0.3K	 2.7	 0.1	 1	 3.1E
	2.73 - 2.88	5.4A	 0.149A	 0.5K	 2.5	 0.1	 1.1	 3.1E
	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 - 0.04	 0.8A	 2.54D	 0.071B	 43	 75D	 18	 2	 4
	0.04 - 0.1	 0.3A	 1.13D	 0.033B	 66	 77D	 19	 0	 3
	0.1 - 0.2	 0.2A	 0.59D	 0.019B	 79	 72D	 24	 2	 1
	0.2 - 0.3	 0.2A	 66	 72D	 25	 3	 1
	0.3 - 0.6	 0.2A	 80	 74D	 21	 2	 3
	0.6 - 0.9	 0.3A	 87	 75D	 18	 1	 6
	0.9 - 1.2	 0.6A	 84	 70D	 22	 1	 6
	1.2 - 1.37	 0.5A	 80	 76D	 14	 0	 9
	1.37 - 1.5	 1.1A	 78	 64D	 16	 0	 19
	1.5 - 1.63	 1.2A	 53	 60D	 13	 2	 24
	1.63 - 1.8	 1A	 34	 54D	 14	 3	 27
	1.8 - 2	 0.8A	 16	 52D	 9	 2	 34
	2 - 2.25	 0.8A	 10	 48D	 10	 6	 37
	2.25 - 2.44	 1A	 9	 39D	 7	 8	 45
	2.44 - 2.53	 0.8A	 7	 41D	 8	 8	 42
	2.53 - 2.73	 0.9A	 12	 35D	 6	 13	 44
	2.73 - 2.88	 1.1A	 21	 37D	 7	 12	 42
	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 - 0.04
	0.04 - 0.1
	0.1 - 0.2
	0.2 - 0.3
	0.3 - 0.6
	0.6 - 0.9
	0.9 - 1.2

	Project Name:	YAL
	Project Code:	YAL	Site ID:	P552A	Observation ID:	1
	Agency Name:	CSIRO Division of Soils (WA)
	1.2 - 1.37
	1.37 - 1.5
	1.5 - 1.63
	1.63 - 1.8
	1.8 - 2
	2 - 2.25
	2.25 - 2.44
	2.44 - 2.53
	2.53 - 2.73
	2.73 - 2.88

	Project Name:	YAL
	Project Code:	YAL	Site ID:	P552A	Observation ID:	1
	Agency Name:	CSIRO Division of Soils (WA)
	Laboratory Analyses Completed for this profile
	15_NR	Sum of Ex. cations + Ex. acidity - Not recorded
	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
	15J_H	Sum of Ex. cations + Ex. acidity - Sum of basic exch. cations and exch. (Hydrogen)
	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
	7_NR	Total nitrogen (%) - Not recorded
	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