Project Name:	FLI
	Project Code:	FLI	Site ID:	H102	Observation ID:	1
	Agency Name:	CSIRO Division of Soils (TAS)
	Site Information
	Desc. By:	G.M. Dimmock	Locality:	1.25ML along Nelson Lagoon Road from Bowman's 
	Creek:near site 121:
	Date Desc.:	23/03/54	Elevation:	 5 metres
	Map Ref.:	Sheet No. : 8517   1:100000	Rainfall:	752
	Northing/Long.:	148.183333333333	Runoff:	Very slow
	Easting/Lat.:	-40.0833333333334	Drainage:	Very poorly drained
	Geology
	ExposureType:	Auger boring	Conf. Sub. is Parent. Mat.:	No Data
	Geol. Ref.:	No Data	Substrate Material:	Auger boring, Calcareous sand 
	Land Form
	Rel/Slope Class: 	Level plain <9m <1%	Pattern Type:	Stagnant alluvial plain
	Morph. Type:	No Data	Relief:	0 metres
	Elem. Type:	Stream bed	Slope Category:	No Data
	Slope:	0 % 	Aspect:	0 degrees
	Surface Soil Condition (dry):
	Erosion:
	Soil Classification
	Australian Soil Classification:	Mapping Unit:	N/A
	Calcareous Sodosolic Redoxic Hydrosol     	Principal Profile Form:	Dd3.13
	ASC Confidence:	Great Soil Group:	Wiesenboden
	All necessary analytical data are available.
	Site Disturbance:	Extensive clearing, for example poisoning, ringbarking
	Vegetation:
	Mid Strata - Rush, , . *Species includes - None recorded
	Surface Coarse Fragments:
	Profile Morphology
	A	0 - 0.1 m	Black (10YR2/1-Moist); ; Loamy sand (Sapric); Massive grade of structure; Moist; Weak 
	consistence; ManyDiffuse change to - 
	B	0.12 - 0.3 m	Very dark greyish brown (10YR3/2-Moist); ; Heavy clay; Strong grade of structure, 50-100 mm, 
	Prismatic; Fine, (0 - 5) mm crack; Moist; Very firm consistence; FewDiffuse change to - 
	B	0.3 - 0.41 m	Very dark grey (10YR3/1-Moist); , 10YR42; Heavy clay; Moderate grade of structure, 50-100 mm, 
	Prismatic; Fine, (0 - 5) mm crack; Moist; Slightly plastic; Normal plasticity; Diffuse change to - 
	B	0.41 - 0.48 m	Grey (10YR5/1-Moist); , 10YR64; Heavy clay; Weak grade of structure, 50-100 mm, Prismatic; 
	Weak grade of structure, 50-100 mm, Angular blocky; Fine, (0 - 5) mm crack; Moist; 2-10%, 
	reoriented, Shells, coarse fragments; Diffuse change to - 
	B	0.48 - 0.58 m	Light grey (10YR7/2-Moist); , 10YR76; Medium clay; Massive grade of structure; Fine, (0 - 5) mm 
	crack; Moist; 2-10%, cobbly, 60-200mm, Shells, coarse fragments; Soil matrix is Very highly 
	calcareous; Diffuse change to - 
	B	0.58 - 0.66 m	Light grey (10YR7/2-Moist); , 10YR76; Clayey sand (Heavy); Massive grade of structure; Fine, (0 -
	 5) mm crack; Wet; Soil matrix is Very highly calcareous; Diffuse change to - 
	C	0.76 - 0.89 m	Light grey (10YR7/1-Moist); ; Sand; Single grain grade of structure; Wet; Loose consistence; 50-
	90%, fine gravelly, 2-6mm, Shells, coarse fragments; Diffuse change to - 
	C	0.89 - 1.04 m	Light grey (10YR7/1-Moist); ; Sand; Single grain grade of structure; Wet; Loose consistence; 50-
	90%, fine gravelly, 2-6mm, Shells, coarse fragments; Few
	C	1.17 - 1.3 m	Dark grey (10YR4/1-Moist); ; Sand; Single grain grade of structure; Wet; Loose consistence; 
	Morphological Notes
	Observation Notes
	CRACKS DEFINING PRISMS EXTEND TO A DEPTH OF ABOUT 66CM:SANDY TONGUE EXTENDS INTO BOTTOM OF 58-
	66CM HORIZON:             
	Site Notes

	Project Name:	FLI
	Project Code:	FLI	Site ID:	H102	Observation ID:	1
	Agency Name:	CSIRO Division of Soils (TAS)

	Project Name:	FLI
	Project Code:	FLI	Site ID:	H102	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 - 0.1	6.4A	 47C
	0.12 - 0.3	7.7A	 20.6H	 6	 0.11	 1.8	 3E	 31.5B
	0.3 - 0.41	7.8A	 41.5C
	0.41 - 0.48	8.1A	 22H	 10.4	 0.35	 4.4	 1.15E	 38.3B
	0.48 - 0.58	8.4A
	0.58 - 0.66	8.6A
	0.76 - 0.89	9.1A
	0.89 - 1.04	8.9A
	1.17 - 1.3	8.8A
	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	 11.2D	 0.044D	 1.04A
	0.12 - 0.3	 0.07A	 2D	 0.015D	 0.193A	 0	 19B	 40	 10	 27
	0.3 - 0.41	 0.05A	 1.1D	 0.086A
	0.41 - 0.48	 1.9A	 0.4D	 1	 6B	 32	 9	 52
	0.48 - 0.58	 31A
	0.58 - 0.66	 45A
	0.76 - 0.89	 40A
	0.89 - 1.04	 43.5A
	1.17 - 1.3	 52.5A
	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
	0.12 - 0.3
	0.3 - 0.41
	0.41 - 0.48
	0.48 - 0.58
	0.58 - 0.66
	0.76 - 0.89
	0.89 - 1.04
	1.17 - 1.3

	Project Name:	FLI
	Project Code:	FLI	Site ID:	H102	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
	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)
	19A1	Carbonates - rapid titration
	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