Project Name:	LON
	Project Code:	LON	Site ID:	H90	Observation ID:	1
	Agency Name:	CSIRO Division of Soils (TAS)
	Site Information
	Desc. By:	J. Loveday	Locality:	9.7km SW of Longford and 8.9km NW of Cressy:
	Date Desc.:	25/02/54	Elevation:	 160 metres
	Map Ref.:	Sheet No. : 8314   1:100000	Rainfall:	620
	Northing/Long.:	147.016666666667	Runoff:	Slow
	Easting/Lat.:	-41.55	Drainage:	Poorly drained
	Geology
	ExposureType:	Soil pit	Conf. Sub. is Parent. Mat.:	No Data
	Geol. Ref.:	No Data	Substrate Material:	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:	0 % 	Aspect:	No Data
	Surface Soil Condition (dry):
	Erosion:
	Soil Classification
	Australian Soil Classification:	Mapping Unit:	N/A
	Mottled Epipedal Aquic Vertosol     	Principal Profile Form:	Ug5.16
	ASC Confidence:	Great Soil Group:	Humic gley
	All necessary analytical data are available.
	Site Disturbance:	Complete clearing. Pasture, native or improved, but never cultivated
	Vegetation:
	Surface Coarse Fragments:
	Profile Morphology
	A	0 - 0.08 m	Very dark brown (10YR2/2-Moist); ; Heavy clay; 5-10 mm, Granular; Moderately moist; Firm 
	consistence; Very few (0 - 2 %), Ferruginous, , Concretions; Diffuse change to - 
	0.08 - 0.18 m	Very dark grey (2.5Y3/1-Moist); ; Heavy clay; 5-10 mm, Granular; Firm consistence; Very few (0 - 
	2 %), Ferruginous, , Concretions; CommonDiffuse change to - 
	0.18 - 0.34 m	Black (5Y2/1-Moist); ; Heavy clay; Moderate grade of structure, Granular; Weak consistence; 
	Very few (0 - 2 %), Ferruginous, , Concretions; CommonSharp, Irregular change to - 
	0.36 - 0.52 m	Very dark grey (5Y3/1-Moist); , 7.5YR56; Heavy clay; , Granular; Very firm consistence; Common 
	(10 - 20 %), Ferruginous, , Concretions; Diffuse change to - 
	0.55 - 0.63 m	Very dark grey (2.5Y3/0-Moist); , 7.5YR56; Heavy clay; , Angular blocky; , Granular; Very firm 
	consistence; Few (2 - 10 %), Ferruginous, , Concretions; Diffuse change to - 
	0.63 - 0.75 m	Very dark grey (2.5Y3/0-Moist); , 7.5YR56; Heavy clay; 20-50 mm, Angular blocky; Very firm 
	consistence; Few (2 - 10 %), Ferruginous, Fine (0 - 2 mm), Concretions; Diffuse change to - 
	0.82 - 0.94 m	Very dark grey (2.5Y3/0-Moist); , 7.5YR56; Heavy clay; Massive grade of structure; Very firm 
	consistence; Common (10 - 20 %), Ferruginous, Medium (2 -6 mm), Concretions; 
	CommonDiffuse change to - 
	0.94 - 1.07 m	Strong brown (7.5YR5/6-Moist); , 5Y32; Heavy clay; Massive grade of structure; Very firm 
	consistence; Common (10 - 20 %), Ferruginous, , Concretions; Diffuse change to - 
	1.24 - 1.35 m	Olive grey (5Y5/2-Moist); , 10YR66; Heavy clay; Massive grade of structure; Moderately plastic; 
	Normal plasticity; Common (10 - 20 %), Ferruginous, , Concretions; 
	1.55 - 1.65 m	Olive grey (5Y5/2-Moist); , 5Y71; , 10YR66; Heavy clay; Moderately plastic; Normal plasticity; 
	Common (10 - 20 %), Ferruginous, , Concretions; 
	1.98 - 2.08 m	Light grey (5Y7/1-Moist); , 7.5YR56, 2-10% ; , 5Y41, 2-10% ; Medium clay; Moderately plastic; 
	Normal plasticity; Common (10 - 20 %), Ferruginous, , Concretions; 
	Morphological Notes
	Observation Notes
	124-208CM B1 CONCRETIONS ALSO:KINBURN SERIES:                                                                           
	Site Notes

	Project Name:	LON
	Project Code:	LON	Site ID:	H90	Observation ID:	1
	Agency Name:	CSIRO Division of Soils (TAS)
	WESTBURY

	Project Name:	LON
	Project Code:	LON	Site ID:	H90	Observation ID:	1
	Agency Name:	CSIRO Division of Soils (TAS)
	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 - 0.08	6A	 10H	 11	 1.06	 1.02	 14.3H	 47.7B
	 24.3E
	0.08 - 0.18	6A	 33.5C
	0.18 - 0.34	5.9A	 7.2H	 12	 0.37	 1.5	 12.7H	 43.6B
	 24.5E
	0.36 - 0.52	5.7A	 20.5C
	0.55 - 0.63	5.1A	 3.5H	 10.1	 0.15	 1.1	 6.5H	 26.9B
	 12E
	0.63 - 0.75	4.9A
	0.82 - 0.94	4.8A	 16.5C
	0.94 - 1.07	4.8A
	1.24 - 1.35	4.6A
	1.55 - 1.65	4.5A
	1.98 - 2.08	4.7A
	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 - 0.08	 4.1D	 0.067D	 0.415A	 5	 2B	 5	 16	 66
	0.08 - 0.18	 3.4D	 0.381A
	0.18 - 0.34	 2.2D	 0.058D	 0.298A	 10	 6B	 5	 17	 67
	0.36 - 0.52	 1.3D	 0.157A
	0.55 - 0.63	 0.8D	 0.04D	 0.132A	 18	 11B	 6	 17	 63
	0.63 - 0.75	 28
	0.82 - 0.94	 0.3D	 0.057A
	0.94 - 1.07
	1.24 - 1.35
	1.55 - 1.65
	1.98 - 2.08
	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 - 0.08
	0.08 - 0.18
	0.18 - 0.34
	0.36 - 0.52
	0.55 - 0.63
	0.63 - 0.75
	0.82 - 0.94
	0.94 - 1.07
	1.24 - 1.35
	1.55 - 1.65
	1.98 - 2.08

	Project Name:	LON
	Project Code:	LON	Site ID:	H90	Observation ID:	1
	Agency Name:	CSIRO Division of Soils (TAS)
	Laboratory Analyses Completed for this profile
	15D1_CEC	CEC - 1M ammonium acetate at pH 7.0, pretreatment for soluble salts; manual leach
	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_H1	Exchangeable hydrogen - meq per 100g of soil - Hydrogen By back titration of A or B
	15G1_H	Hydrogen Cation - meq per 100g of soil - 1M KCl Exch. Acidity By titration to pH 8.0
	15J_H	Sum of Ex. cations + Ex. acidity - Sum of basic exch. cations and exch. (Hydrogen)
	2_LOI	Loss on Ignition (%)
	2A1	Air-dry moisture content
	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
	7A2	Total nitrogen - semimicro Kjeldahl , automated colour
	9A_HCL	Total element - P(%) - By boiling HCl
	P10_GRAV	Gravel (%)
	P10A1_C	Clay (%) - Pipette
	P10A1_CS	Coarse sand (%) - Pipette
	P10A1_FS	Fine sand (%) - Pipette
	P10A1_Z	Silt (%) - Pipette