Project Name:	PAT
	Project Code:	PAT	Site ID:	H218	Observation ID:	1
	Agency Name:	CSIRO Division of Soils (TAS)
	Site Information
	Desc. By:	K.D. Nicholls	Locality:	6.4KM NW of Scottsdale on property 
	"Jetsonville":21M and 44M respectively from westerly 
	and northerly boundary fence:
	Date Desc.:	19/07/61	Elevation:	 165 metres
	Map Ref.:	Rainfall:	940
	Northing/Long.:	147.463888888889	Runoff:	Rapid
	Easting/Lat.:	-41.1180555555556	Drainage:	Well drained
	Geology
	ExposureType:	Soil pit	Conf. Sub. is Parent. Mat.:	No Data
	Geol. Ref.:	No Data	Substrate Material:	Basalt 
	Land Form
	Rel/Slope Class: 	No Data	Pattern Type:	Hills
	Morph. Type:	Flat	Relief:	No Data
	Elem. Type:	Hillcrest	Slope Category:	Gently inclined
	Slope:	2.5 % 	Aspect:	90 degrees
	Surface Soil Condition (dry):
	Erosion:
	Soil Classification
	Australian Soil Classification:	Mapping Unit:	N/A
	Haplic Eutrophic Red Kandosol     	Principal Profile Form:	Gn3.11
	ASC Confidence:	Great Soil Group:	Krasnozem
	All necessary analytical data are available.
	Site Disturbance:	Complete clearing. Pasture, native or improved, cultivated at some stage
	Vegetation:
	Surface Coarse Fragments:
	Profile Morphology
	Ap	0 - 0.1 m	Dark reddish brown (5YR3/3-Moist); ; Clay loam (Heavy); Moderate grade of structure, <2 mm, 
	Granular; Moist; Weak consistence; 2-10%, Gravel, coarse fragments; Very few (0 - 2 %), 
	Unidentified, Fine (0 - 2 mm), Concretions; Diffuse change to - 
	Ap	0.1 - 0.18 m	Dark reddish brown (5YR3/3-Moist); ; Clay loam (Heavy); Moderate grade of structure, <2 mm, 
	Granular; Moist; Weak consistence; 2-10%, Gravel, coarse fragments; Very few (0 - 2 %), 
	Unidentified, Fine (0 - 2 mm), Concretions; Sharp change to - 
	0.19 - 0.3 m	Dark reddish brown (2.5YR3/4-Moist); ; Medium clay; Weak grade of structure, <2 mm, Granular; 
	Weak consistence; 0-2%, coarse gravelly, 20-60mm, Basalt, coarse fragments; Very few (0 - 2 
	%), Unidentified, Medium (2 -6 mm), Concretions; Diffuse change to - 
	0.3 - 0.48 m	Dark reddish brown (2.5YR3/4-Moist); ; Medium clay; Weak grade of structure, <2 mm, Granular; 
	Rough-ped fabric; Weak consistence; 0-2%, Gravel, coarse fragments; Many cutans, >50% of 
	ped faces or walls coated; Clear change to - 
	B	0.49 - 0.69 m	Dark red (10R3/6-Moist); ; Medium heavy clay; Weak grade of structure, 5-10 mm, Subangular 
	blocky; Rough-ped fabric; Moist; Weak consistence; Many cutans, >50% of ped faces or walls 
	coated; Diffuse change to - 
	B	0.69 - 0.89 m	Dark red (10R3/6-Moist); ; Medium heavy clay; Weak grade of structure, 5-10 mm, Subangular 
	blocky; Rough-ped fabric; Moist; Weak consistence; 0-2%, Gravel, coarse fragments; Common 
	cutans, 10-50% of ped faces or walls coated; Diffuse change to - 
	BC	0.99 - 1.17 m	Dark red (10R3/6-Moist); ; Medium clay; Weak grade of structure, 5-10 mm, Subangular blocky; 
	Moist; Weak consistence; 0-2%, Gravel, coarse fragments; Diffuse change to - 
	C	1.52 - 1.63 m	Dark red (2.5YR3/6-Moist); , 10YR53; Silty medium clay; Moist; Weak consistence; 0-2%, Gravel,
	 coarse fragments; Diffuse change to - 
	2.06 - 2.13 m	Dark red (2.5YR3/6-Moist); , 10R36; , 10YR62; Silty medium clay; Weak consistence; 2-10%, 
	Gravel, coarse fragments; 
	Morphological Notes
	Observation Notes
	206-213CM SILTY CLAY AND MOTTLED SEMI-HARD MATERIAL:RED MATERIAL HARDEROCCURRING IN VEINS OR 

	Project Name:	PAT
	Project Code:	PAT	Site ID:	H218	Observation ID:	1
	Agency Name:	CSIRO Division of Soils (TAS)
	Site Notes
	RINGAROOMA

	Project Name:	PAT
	Project Code:	PAT	Site ID:	H218	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	5.7A	 0.06A	 8.3H	 2.2	 0.62	 0.31	 15.1H	 26.5B
	0.1 - 0.18	5.8A	 0.042A	 8.6H	 1.9	 0.39	 0.24	 13.9H	 25B
	0.19 - 0.3	6A	 0.315A	 4.9H	 2.6	 0.51	 0.37	 5.9H	 14.3B
	0.3 - 0.48	6A	 0.042A
	0.49 - 0.69	6.1A	 0.039A
	0.69 - 0.89	5.9A	 0.06A	 4.3H	 6	 0.17	 7.3H	 18.6B
	0.99 - 1.17	5.6A	 0.057A
	1.52 - 1.63	5.2A	 0.036A
	2.06 - 2.13	4.9A	 0.039A
	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	 5.38D	 0.045D	 0.305A	 3	 8B	 26	 25	 33
	0.1 - 0.18	 4.93D	 0.04D	 0.232A	 4	 9B	 25	 23	 34
	0.19 - 0.3	 1.41D	 0.084A	 4	 8D	 23	 21	 42
	0.3 - 0.48	 0.9D	 0.066A
	0.49 - 0.69
	0.69 - 0.89	 1	 2D	 6	 4	 90
	0.99 - 1.17
	1.52 - 1.63
	2.06 - 2.13
	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 - 0.18
	0.19 - 0.3
	0.3 - 0.48
	0.49 - 0.69
	0.69 - 0.89
	0.99 - 1.17
	1.52 - 1.63
	2.06 - 2.13

	Project Name:	PAT
	Project Code:	PAT	Site ID:	H218	Observation ID:	1
	Agency Name:	CSIRO Division of Soils (TAS)
	Laboratory Analyses Completed for this profile
	12_HCL_FE	Total element - Fe(%) - Total acid(HCl) extractable Fe
	13C1_FE	Citrate/dithionite-extractable iron, aluminium, Manganese and Silicon
	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
	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
	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
	7A2	Total nitrogen - semimicro Kjeldahl , automated colour
	9A_HCL	Total element - P(%) - By boiling HCl
	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
	P10A1_C	Clay (%) - Pipette
	P10A1_CS	Coarse sand (%) - Pipette
	P10A1_FS	Fine sand (%) - Pipette
	P10A1_Z	Silt (%) - Pipette