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SSE - TE249167 - 328 Upper Pinbarren Creek Road, Pinbarren Qld 4568
2.3 Soil Investigation
The site and soil evaluation was undertaken on 31 October 2024, with earlier soil tests undertaken by
Global Testing in 2019. The soil profile and design characteristics for the effluent disposal area are
presented in Table 3.
Table 3: Soil Type
BH1 BH2
Sandy Clay, Category 4 Sandy Clay, Category 4
0 – 500 0 – 500
Low plasticity Low plasticity
Sandy Clay, Red/brown Sandy Clay, Red/brown
500 – 1200 500 – 1200
Medium plasticity Medium plasticity
Ksat 0.20 m/day Ksat 0.22 m/day
Design Characteristics
Receiving depth Basal area will be around 900mm deep
Texture Light Clay
Structure Strongly Structured
Category 5
Design Loading Rate (DLR) 12 mm/day for secondary+ effluent
2.4 Habitable Buildings
This property has a number of habitable buildings with wastewater systems. Table 4 below online each
building and its number of Equivalent Persons in reference to the Environmental Protection Regulations
Equivalent Persons.
Table 4: Habitable Buildings
ERA63 Equivalent
Building Bedrooms AS1547 Persons1
Persons2
Tiny house 1 br 2 persons = 300L 1.5 EP
Vistor Accomodation #1 1 br 2 persons = 300L 1.5 EP
Visitor Accommodation #2 2 br 3 persons = 450L 2.25 EP
Visitor Accommodation #3
1 br 2 persons = 300L 1.5 EP
“Mango Tree Cabin”
Caretakers 3 br 5 persons = 750L 3.75 EP
Granny Flat 2 br 3 persons = 450L 2.25 EP
Primary Residence 3 br 5 persons = 750L 3.75 EP
Total 13 br 22 persons = 3300L 16.5 EP
1
Where 1 person = 150 L/day
2
Where 1 Equivalent Person = 200 L/day
Site and Soil Evaluation 328 Upper Pinbarren Creek Road, Pinbarren Qld 4568
Taylor Environmental (Australia) Pty Ltd Page 5 of 19
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