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10. OBoat Hire - RPEQ Design Report
Attached to the e-mail OBoat Hire - Proposed landing redevelopment - 222 Gympie Terrace Noosaville - Email 2 of 2.
Date: 11/11/2021 14:46:39 Queensland Government Page: 1
Soil and Land Information
Project SEA Site 899 Observation 1 Site Listing Report SALI2079
Project description
Project name: Acid sulfate soils of South East Queensland
Project status: Data is from an active project and may be subject to change through additions/updates or further quality assessment processes
Location: NSW to Maryborough (< 10m AHD)
Site characteristics
Date described: 17/03/1999 Observation type: Hand auger boring
Site Type: Observation class: Class IIb (deep boring >2m, limited chemistry)
Slope (%): Not recorded Morphological type:
Slope type Not recorded Landform element: Plain
Geology: Not recorded Landform pattern: Alluvial plain
Soil Name: Not recorded Substrate lithology: Not recorded
Runoff: Not recorded Depth to free water: 0.3 m
Permeability: Not recorded Erosion: Not recorded
Drainage: Not recorded Microrelief type: Not recorded
Disturbance: No effective disturbance Proportion gilgai: N/A
Rock outcrop: Not recorded Vertical interval (m): N/A
Surface condition: Not recorded Horizontal interval (m): N/A
Surface coarse Not recorded Microrelief component N/A
fragments: sampled:
Site location
Datum Latitude (dd) Longitude (dd) Zone Easting (m) Northing (m) Location accuracy (m) Location measurement method
GDA 94 -26.40477 153.06813 56 506795 7079488
Not recorded Not recorded
GDA 2020 -26.40475 153.06814 56 506796 7079489
Soil classification
Australian Soil Classification (ASC) Confidence ASC Technical Reference Buried GSG PPF
class undetermined, Sulfidic, Oxyaquic Isbell (1996) The Australian Soil Classification N/A
Hydrosol. (First Edition)
Profile morphology
No Name Upper Lower Colour Mottles Textures Structures Coarse fragments Segregations Strengths Bounds
depth depth
(m) (m)
1 A1 0 0.25 Black (10YR 2/1) Sandy clay Single grain gradual
moist loam structure;
______
2 B21 0.25 0.4 Dark greyish brown few (2-10%) Loamy sand Single grain gradual
(10YR 4/2) moist medium (5- structure;
______
15 mm)
distinct
orange
mottles;
3 B22 0.4 1.3 Light brownish grey few (2-10%) Coarse sand Single grain gradual
(2.5Y 6/2) moist medium (5- structure;
______
15 mm)
distinct
brown
mottles;
4 2C1u 1.3 2.7 Grey (5Y 5/1) moist Coarse sand Single grain abrupt
______ structure;
5 2C2u 2.7 2.85 Grey (5Y 5/1) moist Coarse sand Single grain common (10-20%) gradual
______ structure; angular shell
medium pebbles (6-
20 mm);
6 2C3u 2.85 3.7 Dark grey (5Y 4/1) Coarse sand Single grain gradual
moist structure;
______
7 2C4u 3.7 4.1 Dark grey (5Y 4/1) Loamy sand Single grain
moist structure;
______
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