Project Name:	FLI
	Project Code:	FLI	Site ID:	H39	Observation ID:	1
	Agency Name:	CSIRO Division of Soils (TAS)
	Site Information
	Desc. By:	K.D. Nicholls	Locality:	On road 5.7km SW of Wingaroo:
	Date Desc.:	27/02/52	Elevation:	No Data
	Map Ref.:	Sheet No. : 8418   1:100000	Rainfall:	730
	Northing/Long.:	148	Runoff:	Slow
	Easting/Lat.:	-39.8833333333333	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: 	No Data	Pattern Type:	Plain
	Morph. Type:	No Data	Relief:	No Data
	Elem. Type:	Plain	Slope Category:	No Data
	Slope:	0 % 	Aspect:	0 degrees
	Surface Soil Condition (dry):
	Erosion:
	Soil Classification
	Australian Soil Classification:	Mapping Unit:	N/A
	Silpanic Mottled-Subnatric Grey Sodosol     	Principal Profile Form:	Dy5.41
	ASC Confidence:	Great Soil Group:	Yellow podzolic soil
	All necessary analytical data are available.
	Site Disturbance:	No effective disturbance. Natural
	Vegetation:	Low Strata - Rush, 0.51-1m, Mid-dense. *Species includes - Xanthorrhoea australis
	Tall Strata - Tree, 3.01-6m, Mid-dense. *Species includes - None Recorded
	Surface Coarse Fragments:
	Profile Morphology
	A1	0 - 0.13 m	Very dark grey (10YR3/1-Dry); ; Sandy loam (Sapric); Massive grade of structure; Moist; Weak 
	consistence; Non-plastic; ManyDiffuse change to - 
	A1	0.13 - 0.22 m	Dark grey (10YR4/1-Dry); ; Sandy loam (Sapric); Massive grade of structure; Moist; Weak 
	consistence; Non-plastic; 0-2%, fine gravelly, 2-6mm, rounded, Quartz, coarse fragments; 
	ManyDiffuse change to - 
	A1A2	0.22 - 0.3 m	Grey (10YR5/1-Dry); ; Sand; Massive grade of structure; Moist; Weak consistence; Non-plastic; 
	2-10%, Gravel, coarse fragments; Diffuse change to - 
	A2	0.33 - 0.43 m	Light grey (10YR7/1-Dry); ; Sand; Massive grade of structure; Moist; Weak consistence; Non-
	plastic; 2-10%, Gravel, coarse fragments; Diffuse change to - 
	B1	0.43 - 0.51 m	Light grey (10YR7/1-Dry); , 10YR52; Massive grade of structure; Dry; Non-plastic; 20-50%, 
	Gravel, coarse fragments; Silcrete, Strongly cemented, Massive; Irregular change to - 
	B	0.51 - 0.53 m	Light grey (10YR7/1-Dry); , 10YR52; Massive grade of structure; Moderately moist; Non-plastic; 
	0-2%, Quartz, coarse fragments; Silcrete, Moderately cemented, Massive; Wavy change to - 
	B	0.53 - 0.76 m	Greyish brown (10YR5/2-Dry); , 5Y52; Heavy clay; Weak grade of structure, 50-100 mm, 
	Columnar; Moderately moist; Firm consistence; Slightly plastic; Normal plasticity; 20-50%, fine 
	gravelly, 2-6mm, rounded, Quartz, coarse fragments; Diffuse change to - 
	0.76 - 0.89 m	Brownish yellow (10YR6/6-Dry); , 5Y62; Heavy clay; Moderately plastic; Normal plasticity; 2-10%,
	 fine gravelly, 2-6mm, rounded, Quartz, coarse fragments; 
	1.9 - 2.06 m	Brownish yellow (10YR6/8-Dry); , 5B71; Sandy clay loam; Loose consistence; 0-2%, Quartz, 
	coarse fragments; 
	Morphological Notes
	Observation Notes
	43-53CM GRITTY HARDPANS:53-76CM DGB STAINING ON AGGREGATES:PETIBELA:SERIES:                                             
	Site Notes
	MEMANA

	Project Name:	FLI
	Project Code:	FLI	Site ID:	H39	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 - 0.13	5A	 2.9H	 2.5	 0.15	 0.34	 15.8H	 27.1B
	 21.2E
	0.13 - 0.22	4.9A
	0.22 - 0.3	5.1A
	0.33 - 0.43	5.3A	 0.15H	 0.1	 0.02	 0.01	 1.02E	 1.3B
	0.43 - 0.51	5.1A
	0.51 - 0.53	4.8A
	0.53 - 0.76	5.4A	 0.94H	 2.3	 0.18	 0.39	 12.9H	 24.4B
	 20.6E
	0.76 - 0.89	5.4A
	1.9 - 2.06	6A
	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 - 0.13	 5.5D	 0.002D	 0.19A	 0	 35B	 48	 5	 4
	0.13 - 0.22	 2.3D	 0.001D	 0.065A
	0.22 - 0.3	 0.8D	 0.02A
	0.33 - 0.43	 0.4D	 0.001D	 7	 55B	 39	 4	 2
	0.43 - 0.51	 0.5D	 38	 56B	 24	 13	 8
	0.51 - 0.53	 0.5D
	0.53 - 0.76	 1.2D	 0.005D	 0.059A	 30	 38B	 15	 6	 38
	0.76 - 0.89	 0.6D
	1.9 - 2.06	 0.001D
	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 - 0.13
	0.13 - 0.22
	0.22 - 0.3
	0.33 - 0.43
	0.43 - 0.51
	0.51 - 0.53
	0.53 - 0.76
	0.76 - 0.89
	1.9 - 2.06

	Project Name:	FLI
	Project Code:	FLI	Site ID:	H39	Observation ID:	1
	Agency Name:	CSIRO Division of Soils (TAS)
	Laboratory Analyses Completed for this profile
	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
	XRD_C_Hm	Hematite - X-Ray Diffraction
	XRD_C_Il	Illite - X-Ray Diffraction
	XRD_C_Is	Interstratified clay minerals - X-Ray Diffraction
	XRD_C_Ka	Kaolin - X-Ray Diffraction
	XRD_C_Qz	Quartz - X-Ray Diffraction