Project Name:	MEA
	Project Code:	MEA	Site ID:	H177	Observation ID:	1
	Agency Name:	CSIRO Division of Soils (TAS)
	Site Information
	Desc. By:	K.D. Nicholls	Locality:	2.4KM west of Meander:
	Date Desc.:	02/10/58	Elevation:	 332 metres
	Map Ref.:	Rainfall:	1070
	Northing/Long.:	146.556944444444	Runoff:	Rapid
	Easting/Lat.:	-41.6472222222222	Drainage:	Moderately well drained
	Geology
	ExposureType:	Soil pit	Conf. Sub. is Parent. Mat.:	No Data
	Geol. Ref.:	No Data	Substrate Material:	Auger boring, 0.99 m deep,Mudstone 
	Land Form
	Rel/Slope Class: 	Rolling mountains >300m 10-	Pattern Type:	Plateau
	32%
	Morph. Type:	Lower-slope	Relief:	No Data
	Elem. Type:	Scarp-foot slope	Slope Category:	Moderately inclined
	Slope:	14 % 	Aspect:	135 degrees
	Surface Soil Condition (dry):
	Erosion:
	Soil Classification
	Australian Soil Classification:	Mapping Unit:	N/A
	Acidic Mesotrophic Brown Kandosol     	Principal Profile Form:	Gn2.24
	ASC Confidence:	Great Soil Group:	Yellow podzolic soil
	All necessary analytical data are available.
	Site Disturbance:	Limited clearing, for example selective logging
	Vegetation:	Low Strata - Fern, 0.51-1m, Mid-dense. *Species includes - None recorded
	Tall Strata - Tree, , . *Species includes - Eucalyptus obliqua, Eucalyptus viminalis
	Surface Coarse Fragments:	10-20%, cobbly, 60-200mm, , Shale
	Profile Morphology
	A1	0 - 0.04 m	Very dark grey (10YR3/1-Moist); ; Silty loam (Fibric); Moderate grade of structure, 5-10 mm, 
	Subangular blocky; Moist; Very weak consistence; 2-10%, cobbly, 60-200mm, Mudstone, coarse
	 fragments; Clear, Tongued change to - 
	A1A2	0.04 - 0.09 m	Very dark grey (10YR3/1-Moist); , 7.5YR56; Silty loam; Weak grade of structure, 5-10 mm, 
	Subangular blocky; Moist; Very weak consistence; 20-50%, cobbly, 60-200mm, Mudstone, 
	coarse fragments; Clear, Tongued change to - 
	A2A1	0.09 - 0.16 m	Brown (7.5YR5/4-Moist); ; Silty loam; Weak grade of structure, 2-5 mm, Subangular blocky; 
	Moist; Weak consistence; 20-50%, cobbly, 60-200mm, Mudstone, coarse fragments; Clear, 
	Wavy change to - 
	BA2	0.18 - 0.25 m	Brown (7.5YR5/4-Moist); ; Silty clay loam; Weak grade of structure, 2-5 mm, Angular blocky; 
	Moist; Weak consistence; 10-20%, cobbly, 60-200mm, Mudstone, coarse fragments; 
	B	0.28 - 0.38 m	Strong brown (7.5YR5/8-Moist); ; Clay loam; Weak grade of structure, 5-10 mm, Angular blocky; 
	Moderately moist; Weak consistence; 10-20%, cobbly, 60-200mm, Mudstone, coarse fragments;
	B	0.38 - 0.51 m	Brownish yellow (10YR6/8-Moist); ; Clay loam; Weak grade of structure, 5-10 mm, Angular 
	blocky; Moderately moist; Weak consistence; 2-10%, cobbly, 60-200mm, Mudstone, coarse 
	fragments; Diffuse, Wavy change to - 
	BC	0.51 - 0.63 m	Brownish yellow (10YR6/6-Moist); , 5YR48; 20-50%, Mudstone, coarse fragments; 
	C	0.91 - 0.99 m	Light grey (5Y7/2-Moist); , 10YR66; 20-50%, Mudstone, coarse fragments; 
	Morphological Notes
	Observation Notes
	51-63CM W`D MUDSTONE AND CL:91-99CM WEATHERED MUDSTONE:                                                                 
	Site Notes
	QUAMBY

	Project Name:	MEA
	Project Code:	MEA	Site ID:	H177	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 - 0.04	5.4A	 0.101A	 12.5H	 3.1	 0.56	 0.16	 15.9H	 42.2B
	 25.9E
	0.04 - 0.09	5.3A	 0.08A
	0.09 - 0.16	5.1A	 0.057A	 2H	 1.4	 0.04	 8.9H	 17.2B
	 13.4E
	0.18 - 0.25	5.2A	 0.039A	 0.34
	0.28 - 0.38	5.2A	 0.042A	 1.6H	 1.7	 0.05	 9.7H	 17.2B
	 13.5E
	0.38 - 0.51	5A	 0.036A	 0.32
	0.51 - 0.63	4.9A	 0.033A	 0.72H	 1.1	 0.05	 9.8H	 15.3B
	 13.2E
	0.91 - 0.99	5A	 0.03A	 0.21
	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 - 0.04	 6.9D	 0.032D	 0.244A	 6	 1B	 37	 24	 30
	0.04 - 0.09	 4.4D	 0.025D	 0.166A
	0.09 - 0.16	 1.5D	 0.019D	 0.081A	 26	 2B	 40	 30	 24
	0.18 - 0.25	 0.82D	 0.054A
	0.28 - 0.38	 15	<1D	 29	 28	 40
	0.38 - 0.51
	0.51 - 0.63	 30	 1D	 28	 29	 35
	0.91 - 0.99
	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 - 0.04
	0.04 - 0.09
	0.09 - 0.16
	0.18 - 0.25
	0.28 - 0.38
	0.38 - 0.51
	0.51 - 0.63
	0.91 - 0.99

	Project Name:	MEA
	Project Code:	MEA	Site ID:	H177	Observation ID:	1
	Agency Name:	CSIRO Division of Soils (TAS)
	Laboratory Analyses Completed for this profile
	15_NR_K	Exch. basic cations (K++) - meq per 100g of soil - Not recorded
	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
	XRD_C_Hm	Hematite - X-Ray Diffraction
	XRD_C_Il	Illite - X-Ray Diffraction
	XRD_C_Ka	Kaolin - X-Ray Diffraction
	XRD_C_Qz	Quartz - X-Ray Diffraction
	XRD_C_Vm	Vermiculte - X-Ray Diffraction