Project Name:	Regional
	Project Code:	REG	Site ID:	T264	Observation ID:	1
	Agency Name:	CSIRO Division of Soils (QLD)
	Site Information
	Desc. By:	R.F. Isbell	Locality:	Charappa Creek Forestry Road SW of Johnstone 
	River crossing:4.6KM SW ofMena Creek turnoff:
	Date Desc.:	07/08/78	Elevation:	 600 metres
	Map Ref.:	Sheet No. : 8062   1:100000	Rainfall:	3000
	Northing/Long.:	145.691666666667	Runoff:	Moderately rapid
	Easting/Lat.:	-17.6958333333333	Drainage:	No Data
	Geology
	ExposureType:	Existing vertical exposure	Conf. Sub. is Parent. Mat.:	No Data
	Geol. Ref.:	 Pgb	Substrate Material:	Granite 
	Land Form
	Rel/Slope Class: 	No Data	Pattern Type:	Low hills
	Morph. Type:	Ridge	Relief:	No Data
	Elem. Type:	Hillcrest	Slope Category:	Level
	Slope:	0 % 	Aspect:	No Data
	Surface Soil Condition (dry):	Soft
	Erosion:
	Soil Classification
	Australian Soil Classification:	Mapping Unit:	N/A
	Bleached-Acidic Dystrophic Brown Dermosol     	Principal Profile Form:	Gn3.74
	ASC Confidence:	Great Soil Group:	Xanthozem
	All necessary analytical data are available.
	Site Disturbance:	No effective disturbance. Natural
	Vegetation:
	Surface Coarse Fragments:	No surface coarse fragments
	Profile Morphology
	A1	0 - 0.1 m	Dark greyish brown (10YR4/2-Moist); ; Sandy clay loam (Heavy); Moderate grade of structure, 2-5 
	mm, Cast; Weak consistence; 0-2%, cobbly, 60-200mm, Gravel, coarse fragments; Abundant, 
	medium (2-5mm) roots; Clear change to - 
	A12	0.1 - 0.2 m	Brown (10YR4/3-Moist); ; Clay loam; Moderate grade of structure, 5-10 mm, Granular; Weak 
	consistence; 0-2%, cobbly, 60-200mm, Gravel, coarse fragments; CommonGradual change to - 
	A2	0.2 - 0.3 m	Light yellowish brown (10YR6/4-Moist); ; Clay loam (Heavy); Moderate grade of structure, 5-10 
	mm, Granular; Weak consistence; 0-2%, cobbly, 60-200mm, Gravel, coarse fragments; 
	FewGradual change to - 
	B1	0.3 - 0.45 m	Brownish yellow (10YR6/5-Moist); ; Light clay; Moderate grade of structure, 10-20 mm, 
	Subangular blocky; Firm consistence; FewGradual change to - 
	B21	0.45 - 0.6 m	Yellowish brown (10YR5/5-Moist); ; Light medium clay; Moderate grade of structure, 10-20 mm, 
	Subangular blocky; Smooth-ped fabric; Firm consistence; Gradual change to - 
	B22	0.6 - 0.9 m	Light yellowish brown (10YR6/4-Moist); ; Light medium clay; Moderate grade of structure, 10-20 
	mm, Subangular blocky; Smooth-ped fabric; Firm consistence; 2-10%, fine gravelly, 2-6mm, 
	reoriented, Quartz, coarse fragments; Gradual change to - 
	B23	0.9 - 1.05 m	Brownish yellow (10YR6/5-Moist); ; Medium clay; Moderate grade of structure, 10-20 mm, 
	Subangular blocky; Smooth-ped fabric; Firm consistence; Gradual change to - 
	B24	1.05 - 1.2 m	Yellowish brown (10YR5/5-Moist); ; Light medium clay; Moderate grade of structure, 10-20 mm, 
	Subangular blocky; Firm consistence; Clear change to - 
	1.2 - 1.35 m	Yellowish brown (10YR5/5-Moist); ; Light clay; Weak grade of structure, 10-20 mm, Subangular 
	blocky; Firm consistence; Clear change to - 
	1.35 - 1.5 m	Very dark greyish brown (10YR3/2-Moist); ; Heavy clay; Massive grade of structure; Weak 
	consistence; Very few (0 - 2 %), Ferruginous, , Soft segregations; 
	Morphological Notes
	Observation Notes
	105-135CM GB Mn STAINED AREAS INCREASING WITH DEPTH:135-150CM MATRIX UNIFORMLY IMPREGNATED WITH 
	Mn:                     

	Project Name:	Regional
	Project Code:	REG	Site ID:	T264	Observation ID:	1
	Agency Name:	CSIRO Division of Soils (QLD)
	Site Notes
	UP S.JOHNSTONE

	Project Name:	Regional
	Project Code:	REG	Site ID:	T264	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	5.9A	 0.13A	 7.55B	 4.63	 0.28	 0.03	 0.52F	 13F
	0.1 - 0.2	5.6A	 0.071A
	0.2 - 0.3	5.1A	 0.032A	 0.1B	 0.32	 0.13	 0.02	 1.84F	 2.4F
	0.3 - 0.45	5.1A	 0.026A
	0.45 - 0.6	5A	 0.017A
	0.6 - 0.9	5A	 0.017A	 0.07B	 0.1	 0.09	 0.02	 2.76F	 3F
	0.9 - 1.05	4.9A	 0.017A
	1.05 - 1.2	5A	 0.017A	 0.04B	 0.13	 0.09	 0.01	 2.44F	 2.7F
	1.2 - 1.35	5.1A	 0.023A
	1.35 - 1.5	5.1A	 0.026A
	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	 5.69D	 24.7B	 0.194A	 25	 44A	 21	 9	 26
	0.1 - 0.2	 1.94D	 15.7B	 0.116A	 20	 44A	 22	 11	 24
	0.2 - 0.3	 0.84D	 2.8B	 12	 37A	 22	 11	 30
	0.3 - 0.45	 0.49D	 8	 32A	 23	 12	 33
	0.45 - 0.6	 0.38D	 3.2B	 18	 34A	 23	 13	 33
	0.6 - 0.9	 0.25D	 28	 28A	 20	 17	 34
	0.9 - 1.05	 0.26D	 8	 18A	 21	 22	 39
	1.05 - 1.2	 20	 31A	 23	 17	 28
	1.2 - 1.35	 20	 39A	 21	 14	 25
	1.35 - 1.5
	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 - 0.2
	0.2 - 0.3
	0.3 - 0.45
	0.45 - 0.6
	0.6 - 0.9
	0.9 - 1.05
	1.05 - 1.2
	1.2 - 1.35
	1.35 - 1.5

	Project Name:	Regional
	Project Code:	REG	Site ID:	T264	Observation ID:	1
	Agency Name:	CSIRO Division of Soils (QLD)
	Laboratory Analyses Completed for this profile
	12_HF_CU	Total element - Cu(mg/kg) - HF/HClO4 Digest
	12_HF_MN	Total element - Mn(mg/kg) - HF/HClO4 Digest
	12_HF_ZN	Total element - Zn(mg/kg) - HF/HClO4 Digest
	13C1_FE	Citrate/dithionite-extractable iron, aluminium, Manganese and Silicon
	15A2_CA	Exchangeable bases (Ca2+,Mg2+,Na+,K+) - 1M ammonium chloride at pH 7.0, pretreatment for 
	soluble salts
	15A2_K	Exchangeable bases- 1M ammonium chloride at pH 7.0, pretreatment for soluble salts
	15A2_MG	Exchangeable bases- 1M ammonium chloride at pH 7.0, pretreatment for soluble salts
	15A2_NA	Exchangeable bases- 1M ammonium chloride at pH 7.0, 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
	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
	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 (%)