Project Name:	Regional
	Project Code:	REG	Site ID:	T272	Observation ID:	1
	Agency Name:	CSIRO Division of Soils (QLD)
	Site Information
	Desc. By:	G.G. Murtha	Locality:	On J.T.T.R.E.
	Date Desc.:	30/10/79	Elevation:	 5 metres
	Map Ref.:	Sheet No. : 8162   1:100000	Rainfall:	3000
	Northing/Long.:	146.133333333333	Runoff:	No runoff
	Easting/Lat.:	-17.6666666666667	Drainage:	Rapidly drained
	Geology
	ExposureType:	Soil pit	Conf. Sub. is Parent. Mat.:	No Data
	Geol. Ref.:	  QR	Substrate Material:	No Data
	Land Form
	Rel/Slope Class: 	No Data	Pattern Type:	Beach ridge plain
	Morph. Type:	Crest	Relief:	2 metres
	Elem. Type:	Beach ridge	Slope Category:	No Data
	Slope:	0 % 	Aspect:	No Data
	Surface Soil Condition (dry):
	Erosion:
	Soil Classification
	Australian Soil Classification:	Mapping Unit:	N/A
	Fragic Humosequic Aeric Podosol     	Principal Profile Form:	Uc4
	ASC Confidence:	Great Soil Group:	Podzol
	All necessary analytical data are available.
	Site Disturbance:	No effective disturbance. Natural
	Vegetation:
	Tall Strata - Tree, 3.01-6m, Sparse. *Species includes - None Recorded
	Surface Coarse Fragments:	No surface coarse fragments
	Profile Morphology
	A11	0 - 0.1 m	Light brownish grey (10YR6/2-Moist); Light grey (10YR7/1-Dry); ; Sand; Single grain grade of 
	structure; Dry; Loose consistence; 2-10%, coarse gravelly, 20-60mm, rounded, Pumice, coarse 
	fragments; Gradual change to - 
	A12	0.1 - 0.22 m	Very dark grey (10YR3/1-Moist); Very dark grey (10YR3/1-Dry); ; Sand; Single grain grade of 
	structure; Dry; Loose consistence; 2-10%, coarse gravelly, 20-60mm, rounded, Pumice, coarse 
	fragments; Gradual change to - 
	A2	0.22 - 0.33 m	Very dark greyish brown (10YR3/2-Moist); Greyish brown (10YR5/2-Dry); ; Sand; Single grain 
	grade of structure; Dry; Loose consistence; Gradual change to - 
	B2h	0.33 - 0.45 m	Dark brown (7.5YR3/2-Moist); Brown (7.5YR4/4-Dry); ; Sand; Single grain grade of structure; Dry; 
	Loose consistence; 
	B2h	0.45 - 0.6 m	Dark brown (7.5YR3/2-Moist); Brown (7.5YR4/4-Dry); ; Sand; Single grain grade of structure; Dry; 
	Loose consistence; Diffuse change to - 
	B3	0.6 - 0.9 m	Brown (7.5YR4/4-Moist); , 7.5YR74, 10-20% , 15-30mm, Distinct; , 10-20% , 15-30mm, Distinct; 
	Sand; Single grain grade of structure; Dry; Loose consistence; Diffuse change to - 
	0.9 - 1.2 m	Yellowish brown (10YR5/6-Moist); ; Sand; Single grain grade of structure; Loose consistence; 
	Morphological Notes
	Observation Notes
	Site Notes
	COWLEY BEACH

	Project Name:	Regional
	Project Code:	REG	Site ID:	T272	Observation ID:	1
	Agency Name:	CSIRO Division of Soils (QLD)
	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	4.7A	 0.063A	 1.3H	 0.82	 0.01	 0.07	 1F	 3.1A	 3.2F	2.26
	0.1 - 0.22	5.2A	 0.05A	 0.48H	 0.48	<0.01	 0.04	 1.48F	 2.6A	 2.5F	1.54
	0.22 - 0.33	5.4A	 0.022A	 0.11H	 0.1	<0.01	<0.01	 0.92F	 1.5A	 1.2F
	0.33 - 0.45	5.8A	 0.014A	 0.02H	<0.01	<0.01	<0.01	 0.56F	 0.8A	 0.6F
	0.45 - 0.6	5.9A	 0.011A
	0.6 - 0.9	5.5A	 0.023A	<0.01H	<0.01	<0.01	<0.01	 0.36F	 0.4A	 0.4F
	0.9 - 1.2	6.4A	 0.016A
	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	 1.71D	 7B	 0.002A	 0.05A	 0.91A	<2	 94A	 4	 1	 1
	0.1 - 0.22	 0.8D	 7B	 0.04A	 2	 92A	 5	 1	 2
	0.22 - 0.33	 0.32D	 4B	 0.03A	<2	 92A	 5	 1	 2
	0.33 - 0.45	 0.19D	 3B	 0.02A	<2	 94A	 4	 1	 1
	0.45 - 0.6	 0.11D	 5B	 0.01A
	0.6 - 0.9	 0.12D	 0.003A	 0.01A	 0.97A	<2	 96A	 3	 0	 1
	0.9 - 1.2
	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
	0.22 - 0.33
	0.33 - 0.45
	0.45 - 0.6
	0.6 - 0.9
	0.9 - 1.2

	Project Name:	Regional
	Project Code:	REG	Site ID:	T272	Observation ID:	1
	Agency Name:	CSIRO Division of Soils (QLD)
	Laboratory Analyses Completed for this profile
	10A1	Total sulfur - X-ray fluorescence
	13C1_FE	Citrate/dithionite-extractable iron, aluminium, Manganese and Silicon
	15A2_CEC	Exchangeable bases- 1M ammonium chloride at pH 7.0, pretreatment for soluble salts
	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	Exchange acidity (hydrogen and aluminium) - meq per 100g of soil - By 1M KCl exch. acidity by 
	titration to pH 8.4
	15J1	Effective CEC
	17A1	Total potassium - X-ray fluorescence
	3A1	EC of 1:5 soil/water extract
	4A1	pH of 1:5 soil/water suspension
	6A1_UC	Organic carbon (%) - Uncorrected Walkley and Black method
	7A2	Total nitrogen - semimicro Kjeldahl , automated colour
	9A1	Total phosphorus - X-ray fluorescence
	9G_BSES	Available P (mg/kg) - Acid P - 0.005M H2SO4 (BSES)
	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 (%)