Project Name:	CAN
	Project Code:	CAN	Site ID:	CP100	Observation ID:	1
	Agency Name:	CSIRO Division of Soils (NSW)
	Site Information
	Desc. By:	J. Loveday	Locality:	Leeton Agricultural Experiment Station
	Date Desc.:	10/10/78	Elevation:	 150 metres
	Map Ref.:	Sheet No. : 8128   1:100000	Rainfall:	430
	Northing/Long.:	146.35	Runoff:	Slow
	Easting/Lat.:	-34.6166666666667	Drainage:	Imperfectly drained
	Geology
	ExposureType:	No Data	Conf. Sub. is Parent. Mat.:	No Data
	Geol. Ref.:	No Data	Substrate Material:	Porous, Unconsolidated material 
	(unidentified) 
	Land Form
	Rel/Slope Class: 	Level plain <9m <1%	Pattern Type:	Alluvial plain
	Morph. Type:	Flat	Relief:	No Data
	Elem. Type:	Plain	Slope Category:	Level
	Slope:	<1 % 	Aspect:	No Data
	Surface Soil Condition (dry):	Recently cultivated, Self-mulching
	Erosion:
	Soil Classification
	Australian Soil Classification:	Mapping Unit:	N/A
	Epicalcareous-Endohypersodic Self-Mulching Aquic Vertosol	Principal Profile Form:	Ug5.24
	     
	ASC Confidence:	Great Soil Group:	Grey clay
	All necessary analytical data are available.
	Site Disturbance:	Cultivation. Irrigated, past or present
	Vegetation:
	Surface Coarse Fragments:
	Profile Morphology
	0 - 0.1 m	Dark greyish brown (2.5Y4/2-Moist); ; Medium heavy clay; 50-100 mm, Subangular blocky; Weak 
	consistence; Few (2 - 10 %), Calcareous, , Concretions; Field pH 7.5 (pH meter); Common, 
	coarse (>5mm) roots; 
	0.1 - 0.2 m	Dark greyish brown (2.5Y4/2-Moist); ; Medium heavy clay; 50-100 mm, Subangular blocky; Weak 
	consistence; Few (2 - 10 %), Calcareous, , Concretions; Field pH 7.8 (pH meter); Common, 
	coarse (>5mm) roots; Gradual change to - 
	0.2 - 0.3 m	Dark grey (5Y4/1-Moist); ; Medium heavy clay; , Angular blocky; Very weak consistence; Few (2 - 
	10 %), Calcareous, , Concretions; Field pH 8.2 (pH meter); Common, coarse (>5mm) roots; 
	0.3 - 0.4 m	Dark grey (5Y4/1-Moist); ; Medium heavy clay; , Angular blocky; Very weak consistence; Few (2 - 
	10 %), Calcareous, , Concretions; Field pH 8.3 (pH meter); Common, coarse (>5mm) roots; 
	0.4 - 0.5 m	Dark grey (5Y4/1-Moist); ; Medium heavy clay; , Angular blocky; Very weak consistence; Few (2 - 
	10 %), Calcareous, , Concretions; Field pH 8.3 (pH meter); Common, coarse (>5mm) roots; 
	0.5 - 0.6 m	Dark grey (5Y4/1-Moist); ; Medium heavy clay; , Angular blocky; Very weak consistence; Few (2 - 
	10 %), Calcareous, , Concretions; Field pH 8.5 (pH meter); 
	0.6 - 0.7 m	Dark grey (5Y4/1-Moist); ; Medium heavy clay; , Angular blocky; Very weak consistence; Few (2 - 
	10 %), Calcareous, , Concretions; Field pH 8.6 (pH meter); 
	0.7 - 0.8 m	Dark grey (5Y4/1-Moist); ; Medium heavy clay; , Angular blocky; Very weak consistence; Few (2 - 
	10 %), Calcareous, , Concretions; Field pH 8.7 (pH meter); 
	0.8 - 0.9 m	Dark grey (5Y4/1-Moist); ; Medium heavy clay; , Angular blocky; Very weak consistence; Few (2 - 
	10 %), Calcareous, , Concretions; Field pH 8.8 (pH meter); 
	0.9 - 1 m	Dark grey (5Y4/1-Moist); ; Medium heavy clay; , Angular blocky; Very weak consistence; Few (2 - 
	10 %), Calcareous, , Concretions; Field pH 9 (pH meter); 
	1 - 1.1 m	Dark grey (5Y4/1-Moist); ; Medium heavy clay; Very weak consistence; Field pH 9.1 (pH meter); 
	1.1 - 1.2 m	Dark grey (5Y4/1-Moist); ; Medium heavy clay; Very weak consistence; Field pH 9 (pH meter); 

	Project Name:	CAN
	Project Code:	CAN	Site ID:	CP100	Observation ID:	1
	Agency Name:	CSIRO Division of Soils (NSW)
	1.2 - 1.3 m	Dark grey (5Y4/1-Moist); ; Medium heavy clay; Very weak consistence; Field pH 9.2 (pH meter); 
	1.3 - 1.4 m	Dark grey (5Y4/1-Moist); ; Medium heavy clay; Very weak consistence; Field pH 9.3 (pH meter); 
	Gradual change to - 
	1.4 - 1.5 m	Olive grey (5Y4/2-Moist); , 5Y63, 20-50% ; , 20-50% ; Medium heavy clay; Loose consistence; 
	Very few (0 - 2 %), Calcareous, , Concretions; Field pH 9.3 (pH meter); 
	1.5 - 1.6 m	Olive grey (5Y4/2-Moist); , 5Y63, 20-50% ; , 20-50% ; Heavy clay; Loose consistence; Very few (0
	 - 2 %), Calcareous, , Concretions; Field pH 9.4 (pH meter); 
	1.6 - 1.7 m	Olive grey (5Y4/2-Moist); , 5Y63, 20-50% ; , 20-50% ; Heavy clay; Loose consistence; Very few (0
	 - 2 %), Calcareous, , Concretions; Field pH 9.4 (pH meter); 
	1.7 - 1.8 m	Pale olive (5Y6/3-Moist); ; Heavy clay; Loose consistence; Very few (0 - 2 %), Calcareous, , 
	Concretions; Field pH 9.3 (pH meter); 
	1.8 - 1.9 m	Pale olive (5Y6/3-Moist); ; Heavy clay; Loose consistence; Very few (0 - 2 %), Calcareous, , 
	Concretions; Field pH 9.3 (pH meter); 
	1.9 - 2 m	Pale olive (5Y6/3-Moist); ; Heavy clay; Loose consistence; Very few (0 - 2 %), Calcareous, , 
	Concretions; Field pH 9.3 (pH meter); 
	Morphological Notes
	Observation Notes
	ALLUVIUM                                                                                                                
	Site Notes
	LEETON

	Project Name:	CAN
	Project Code:	CAN	Site ID:	CP100	Observation ID:	1
	Agency Name:	CSIRO Division of Soils (NSW)
	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	7.5A	 0.12A	 19.3K	 6.4	 1.9	 0.24	 8.8B	 36.6J	0.66
	0.1 - 0.2	7.8A	 0.14A	 19.9K	 6.8	 1.8	 0.32	 7.8B	 36.6J	0.87
	0.2 - 0.3	8.2A	 0.14A	 21.9K	 8.3	 1.2	 0.45	 5.7B	 37.6J	1.20
	0.3 - 0.4	8.3A	 0.14A	 22.4K	 9.3	 1.1	 0.58	 5.7B	 39.1J	1.48
	0.4 - 0.5	8.3A	 0.16A	 21K	 9.9	 1.2	 0.88	 5.6B	 38.6J	2.28
	0.5 - 0.6	8.5A	 0.16A	 19.2K	 10.3	 1.2	 1.3	 6.2B	 38.2J	3.40
	0.6 - 0.7	8.6A	 0.19A	 18.5K	 10.3	 1.3	 1.7	 5.7B	 38J	4.47
	0.7 - 0.8	8.7A	 0.2A	 17.5K	 11.3	 1.3	 2.4	 6B	 38.5J	6.23
	0.8 - 0.9	8.8A	 0.2A	 16.2K	 11.4	 1.3	 3	 6.8B	 38.7J	7.75
	0.9 - 1	9A	 0.22A	 15.3K	 11.3	 1.3	 3.7	 5.4B	 37J	10.00
	1 - 1.1	9.1A	 0.23A
	1.1 - 1.2	9A	 0.26A
	1.2 - 1.3	9.2A	 0.29A
	1.3 - 1.4	9.3A	 0.32A
	1.4 - 1.5	9.3A	 0.31A	 11K	 12	 1.3	 5.5	 5.4E	 35.2J	15.63
	1.5 - 1.6	9.4A	 0.35A
	1.6 - 1.7	9.4A	 0.38A
	1.7 - 1.8	9.3A	 0.39A	 9.1K	 12.6	 1.3	 5.6	 5.1E	 33.7J	16.62
	1.8 - 1.9	9.3A	 0.4A
	1.9 - 2	9.3A	 0.39A	 8.8K	 13.4	 1.4	 6	 4E	 33.6J	17.86
	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	 1.33D	 0	 7D	 20	 10	 60
	0.1 - 0.2	 0.29A	 1.14D	 0	 7D	 20	 10	 59
	0.2 - 0.3	 0.59A	 0.53D	 0	 7D	 19	 10	 63
	0.3 - 0.4	 0.48A	 0.36D	 0	 6D	 18	 13	 60
	0.4 - 0.5	 0.79A	 0.3D	 0	 6D	 18	 12	 63
	0.5 - 0.6	 0.81A	 0.31D	 0	 6D	 17	 11	 61
	0.6 - 0.7	 1.11A	 0.26D	 1	 5D	 18	 14	 59
	0.7 - 0.8	 1.15A	 0.27D	 1	 5D	 18	 14	 60
	0.8 - 0.9	 0.82A	 0.27D	 1	 6D	 19	 13	 60
	0.9 - 1	 0.9A	 0.27D	 1	 6D	 18	 13	 59
	1 - 1.1
	1.1 - 1.2
	1.2 - 1.3
	1.3 - 1.4
	1.4 - 1.5	 0.98A	 1	 5D	 18	 27	 47
	1.5 - 1.6
	1.6 - 1.7
	1.7 - 1.8	 1.37A	 3	 6D	 17	 25	 50
	1.8 - 1.9
	1.9 - 2	 1.33A	 3	 4D	 17	 21	 54
	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

	Project Name:	CAN
	Project Code:	CAN	Site ID:	CP100	Observation ID:	1
	Agency Name:	CSIRO Division of Soils (NSW)
	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
	0.8 - 0.9
	0.9 - 1
	1 - 1.1
	1.1 - 1.2
	1.2 - 1.3
	1.3 - 1.4
	1.4 - 1.5
	1.5 - 1.6
	1.6 - 1.7
	1.7 - 1.8
	1.8 - 1.9
	1.9 - 2

	Project Name:	CAN
	Project Code:	CAN	Site ID:	CP100	Observation ID:	1
	Agency Name:	CSIRO Division of Soils (NSW)
	Laboratory Analyses Completed for this profile
	15_NR_CA	Exch. basic cations (Ca++) - meq per 100g of soil - Not recorded
	15_NR_CEC	CEC - 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
	15G_C_AL1	Exchangeable aluminium - meq per 100g of soil - Aluminium By difference of C and A or B
	15G1_H	Hydrogen Cation - meq per 100g of soil - 1M KCl Exch. Acidity By titration to pH 8.0
	19A1	Carbonates - rapid titration
	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
	6A1_UC	Organic carbon (%) - Uncorrected Walkley and Black method
	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