Project Name:	FLI
	Project Code:	FLI	Site ID:	H61	Observation ID:	1
	Agency Name:	CSIRO Division of Soils (TAS)
	Site Information
	Desc. By:	G.M. Dimmock	Locality:	50m W of main ed. at a point 725m S of Killiecrankie
	 t`off:
	Date Desc.:	18/04/53	Elevation:	 30 metres
	Map Ref.:	Sheet No. : 8418   1:100000	Rainfall:	710
	Northing/Long.:	147.883333333333	Runoff:	Slow
	Easting/Lat.:	-39.8666666666667	Drainage:	Poorly drained
	Geology
	ExposureType:	Soil pit	Conf. Sub. is Parent. Mat.:	No Data
	Geol. Ref.:	No Data	Substrate Material:	Granite 
	Land Form
	Rel/Slope Class: 	No Data	Pattern Type:	Pediment
	Morph. Type:	Lower-slope	Relief:	No Data
	Elem. Type:	No Data	Slope Category:	Gently inclined
	Slope:	0 % 	Aspect:	No Data
	Surface Soil Condition (dry):	Surface crust
	Erosion:
	Soil Classification
	Australian Soil Classification:	Mapping Unit:	N/A
	Silpanic Kurosolic Redoxic Hydrosol     	Principal Profile Form:	Uc4.33
	ASC Confidence:	Great Soil Group:	Humus podzol
	No analytical data are available but confidence is fair.
	Site Disturbance:	No effective disturbance. Natural
	Vegetation:	Low Strata - Sedge, 0.26-0.5m, Sparse. *Species includes - None recorded
	Mid Strata - , , . *Species includes - Unknown species, Unknown species
	Tall Strata - Heath shrub, 1.01-3m, Mid-dense. *Species includes - None Recorded
	Surface Coarse Fragments:
	Profile Morphology
	A1	0 - 0.1 m	Very dark grey (10YR3/1-Moist); ; Sandy loam (Fibric); Massive grade of structure; Moist; Firm 
	consistence; Abundant
	A1	0.1 - 0.22 m	Very dark grey (10YR3/1-Moist); ; Sandy loam (Light); Massive grade of structure; Moist; Firm 
	consistence; 2-10%, fine gravelly, 2-6mm, Sand, coarse fragments; AbundantDiffuse change to 
	A2	0.27 - 0.36 m	Greyish brown (10YR5/2-Moist); , 10YR62; Sand; Single grain grade of structure; Moderately 
	moist; Weak consistence; 2-10%, fine gravelly, 2-6mm, angular, Quartz, coarse fragments; 
	ManyDiffuse change to - 
	A2	0.36 - 0.41 m	Greyish brown (10YR5/2-Moist); ; Sand; Single grain grade of structure; Moist; Weak 
	consistence; 2-10%, fine gravelly, 2-6mm, angular, Quartz, coarse fragments; Many
	0.41 - 0.48 m	White (10YR8/1-Moist); , 10YR72; Clayey sand; Massive grade of structure; 2-10%, fine gravelly, 
	2-6mm, angular, Quartz, coarse fragments; Duripan, Moderately cemented, Massive; 
	CommonDiffuse change to - 
	B1	0.48 - 0.53 m	Very dark greyish brown (10YR3/2-Moist); , 10YR52; Clayey sand; Massive grade of structure; 
	Moderately moist; 2-10%, fine gravelly, 2-6mm, angular, Quartz, coarse fragments; Duripan, 
	Strongly cemented; CommonDiffuse change to - 
	0.58 - 0.72 m	Greyish brown (10YR5/2-Moist); , 10YR56; Sandy clay loam; Massive grade of structure; Very 
	weak consistence; 10-20%, fine gravelly, 2-6mm, angular, Quartz, coarse fragments; 
	0.72 - 0.84 m	Brownish yellow (10YR6/6-Moist); , 10YR62; Heavy clay; Massive grade of structure; Weak 
	consistence; 10-20%, fine gravelly, 2-6mm, angular, Quartz, coarse fragments; Few
	1.07 - 1.22 m	Light grey (5Y7/2-Moist); , 10YR66; Heavy clay; Massive grade of structure; Weak consistence; 
	10-20%, fine gravelly, 2-6mm, Gravel, coarse fragments; 
	1.83 - 1.98 m	Light grey (5Y7/2-Moist); , 10YR56; Sandy clay loam; Very weak consistence; 20-50%, fine 
	gravelly, 2-6mm, Gravel, coarse fragments; 
	Morphological Notes
	Observation Notes

	Project Name:	FLI
	Project Code:	FLI	Site ID:	H61	Observation ID:	1
	Agency Name:	CSIRO Division of Soils (TAS)
	72-84CM THE YELLOW MOTTLE IS CLAY (SANDY) AND THE GREY MOTTLE IS SCL:KILLIECRANKIE SERIES:                    
	          
	Site Notes
	KILLIECRANKIE

	Project Name:	FLI
	Project Code:	FLI	Site ID:	H61	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	4.3A	 2.7H	 3	 0.27	 0.79	 20.4H	 33.6B
	 26.8E
	0.1 - 0.22	4.3A	 9.6C
	0.27 - 0.36	4.6A
	0.36 - 0.41	4.9A	 1C
	0.41 - 0.48	5.3A	 1.7C
	0.48 - 0.53	5.1A	 0.11H	 0.5	 0.03	 0.24	 3.5H	 5.7B
	 4.8E
	0.58 - 0.72	5A
	0.72 - 0.84	5A
	1.07 - 1.22	4.8A	 0.2H	 1.08	 0.08	 0.38	 4.4H	 7.7B
	 6E
	1.83 - 1.98	4.9A
	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	 6.09D	 0.001D	 0.24A	 0	 28B	 52	 5	 7
	0.1 - 0.22	 3.31D	 0.001D	 0.101A
	0.27 - 0.36	 0.84D	 0.023A
	0.36 - 0.41	 0.6D	 8	 46B	 46	 4	 3
	0.41 - 0.48	 0.19D	 10	 38B	 39	 14	 8
	0.48 - 0.53	 0.49D	 0.001D	 9	 37B	 40	 11	 11
	0.58 - 0.72
	0.72 - 0.84
	1.07 - 1.22	 18	 41A	 15	 7	 38
	1.83 - 1.98
	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
	0.1 - 0.22
	0.27 - 0.36
	0.36 - 0.41
	0.41 - 0.48
	0.48 - 0.53
	0.58 - 0.72
	0.72 - 0.84
	1.07 - 1.22
	1.83 - 1.98

	Project Name:	FLI
	Project Code:	FLI	Site ID:	H61	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_CF_C	Clay (%) - Coventry and Fett pipette method
	P10_CF_CS	Coarse sand (%) - Coventry and Fett pipette method
	P10_CF_FS	Fine sand (%) - Coventry and Fett pipette method
	P10_CF_Z	Silt (%) - Coventry and Fett pipette method
	P10_GRAV	Gravel (%)
	P10A1_C	Clay (%) - Pipette
	P10A1_CS	Coarse sand (%) - Pipette
	P10A1_FS	Fine sand (%) - Pipette
	P10A1_Z	Silt (%) - Pipette