Project Name:	DER
	Project Code:	DER	Site ID:	H221	Observation ID:	1
	Agency Name:	CSIRO Division of Soils (TAS)
	Site Information
	Desc. By:	G.M. Dimmock	Locality:	6.4KM south west of Richmond:
	Date Desc.:	14/08/61	Elevation:	 204 metres
	Map Ref.:	Rainfall:	510
	Northing/Long.:	147.380555555556	Runoff:	Rapid
	Easting/Lat.:	-42.7722222222222	Drainage:	Imperfectly drained
	Geology
	ExposureType:	Soil pit	Conf. Sub. is Parent. Mat.:	No Data
	Geol. Ref.:	  PM	Substrate Material:	Soil pit, 0.58 m deep,Mudstone 
	Land Form
	Rel/Slope Class: 	No Data	Pattern Type:	No Data
	Morph. Type:	No Data	Relief:	No Data
	Elem. Type:	No Data	Slope Category:	Moderately inclined
	Slope:	12.3 % 	Aspect:	0 degrees
	Surface Soil Condition (dry):	Self-mulching
	Erosion:
	Soil Classification
	Australian Soil Classification:	Mapping Unit:	N/A
	Acidic Paralithic Bleached Tenosol     	Principal Profile Form:	Dy2.81
	ASC Confidence:	Great Soil Group:	Grey-brown 
	All necessary analytical data are available.	podzolic soil
	Site Disturbance:	No effective disturbance other than grazing by hoofed animals
	Vegetation:	Low Strata - , 0.26-0.5m, Sparse. *Species includes - None recorded
	Mid Strata - Tree, , . *Species includes - Casuarina suberosa
	Tall Strata - Tree, , . *Species includes - None Recorded
	Surface Coarse Fragments:	20-50%, , angular, Mudstone
	Profile Morphology
	A11	0 - 0.05 m	Very dark brown (10YR2/2-Moist); Greyish brown (10YR5/2-Dry); ; Fine sandy loam; Weak grade 
	of structure, <2 mm, Granular; Moderately moist; Very weak consistence; 2-10%, coarse gravelly,
	 20-60mm, angular, Mudstone, coarse fragments; Diffuse change to - 
	A12	0.05 - 0.08 m	Very dark brown (10YR2/2-Moist); Greyish brown (10YR5/2-Dry); ; Fine sandy loam; Weak grade 
	of structure, <2 mm, Granular; Moderately moist; Very weak consistence; 10-20%, coarse 
	gravelly, 20-60mm, Mudstone, coarse fragments; CommonClear change to - 
	A1A2	0.08 - 0.15 m	Very dark brown (10YR2/2-Moist); Greyish brown (10YR5/2-Dry); ; Fine sandy loam; Massive 
	grade of structure; Moderately moist; Very weak consistence; 20-50%, coarse gravelly, 20-
	60mm, Mudstone, coarse fragments; Few
	A2	0.18 - 0.33 m	Weak red (2.5YR5/2-Moist); Light grey (10YR7/1-Dry); ; Fine sand; Massive grade of structure; 
	Common (1-5 per 100mm2) Fine (1-2mm) macropores, Moderately moist; Firm consistence; 20-
	50%, cobbly, 60-200mm, Mudstone, coarse fragments; Few
	B2	0.41 - 0.56 m	Dark greyish brown (10YR4/2-Moist); ; Heavy clay; Massive grade of structure; Moderately moist; 
	Very firm consistence; 10-20%, coarse gravelly, 20-60mm, Mudstone, coarse fragments; 
	Morphological Notes
	Observation Notes
	CLAY B HORIZON IS DISCONTINUOUS AND OCCURS IN CRACKS (50MM WIDE)BETWEENBLOCKS OF MUDSTONE:           
	                   
	Site Notes
	HOBART

	Project Name:	DER
	Project Code:	DER	Site ID:	H221	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 - 0.05	4.6A	 0.054A	 2.5H	 1.9	 0.56	 0.39	 24H	 36.9B
	 31.6E
	0.05 - 0.08	4.6A	 0.065A	 1.1H	 1.8	 0.44	 0.36	 19.2H	 30.5B
	 26.8E
	0.08 - 0.15	4.8A	 0.057A
	0.18 - 0.33	5A	 0.048A	 0.33H	 0.92	 0.26	 0.36	 8.7H	 13.1B
	 11.2E
	0.41 - 0.56	5.2A	 0.054A	 0.4H	 4.7	 0.53	 0.78	 17.8H	 29.6B
	 23.2E
	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 - 0.05	 6.65D	 0.009D	 0.281A	 19	 3B	 27	 44	 13
	0.05 - 0.08	 4.8D	 0.007D	 0.2A	 25	 3B	 27	 50	 13
	0.08 - 0.15	 3.45D	 0.14A
	0.18 - 0.33	 0.88D	 0.036A	 26	 3D	 22	 55	 20
	0.41 - 0.56	 0.91D	 0.055A	 21	 2D	 7	 28	 62
	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 - 0.05
	0.05 - 0.08
	0.08 - 0.15
	0.18 - 0.33
	0.41 - 0.56

	Project Name:	DER
	Project Code:	DER	Site ID:	H221	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
	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