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to contamination or the generation <strong>of</strong> ASS<br />

Identified those adverse impacts that would need safeguarding or managing<br />

under the proposal.<br />

The impact assessment considered the ability for various construction activities to<br />

affect geological and soil values either directly or indirectly though migration<br />

pathways. Consequently, the assessment considered the value that the geology and<br />

soils provides and any change to these to these values as a consequence <strong>of</strong> the<br />

proposal. Exposure, contamination, migration, and change in function or quality were<br />

referred to when undertaking the assessment.<br />

6.8.2 Existing environment<br />

Regional geology (solid and drift)<br />

Three geological units underlie the site. In sequence, they comprise:<br />

Quaternary deposits (drift): silty-to-peaty quartz sand, silt and clay<br />

Triassic Ashfield shale (drift): located directly on top <strong>of</strong> eroded Hawkesbury<br />

sandstone, comprising black mudstones and grey silty shales with frequent<br />

sideritic (iron-rich) clay ironstone bands<br />

Triassic Hawkesbury sandstone (solid): medium-to-coarse grained quartz<br />

sandstone, very-minor shale and laminate lenses.<br />

There are two distinct lenses <strong>of</strong> quaternary deposits around Ultimo, Haymarket and<br />

Chinatown. Surry Hills and Hyde Park are immediately underlain by Ashfield Shale<br />

whilst the remainder <strong>of</strong> the central and northern <strong>city</strong> <strong>centre</strong> is immediately underlain<br />

by Hawkesbury Sandstone. The majority <strong>of</strong> the proposal footprint is therefore<br />

underlain by Hawkesbury sandstone, with the exception <strong>of</strong> the locations listed in<br />

Table 6-51.<br />

Table 6-51<br />

Geological conditions other than Hawkesbury Sandstone<br />

Work site Affected intersections/roads Geology<br />

All sites<br />

All sites excluding the exceptions<br />

below<br />

Hawkesbury<br />

Sandstone<br />

S1: Sussex Street G: Goulburn Street intersection Quaternary drift<br />

deposits<br />

S3: Pitt Street A: Liverpool Street intersection<br />

B: Northern section Liverpool Street<br />

to Goulburn Street<br />

E: Campbell Street intersection<br />

F: Campbell Street to Hay Street<br />

G: Hay Street intersection<br />

Ashfield shale<br />

Quaternary drift<br />

deposits<br />

S5: Broadway Entire work site Quaternary drift<br />

deposits<br />

C2: College Street Entire work site Ashfield shale<br />

C1: Wentworth Avenue Entire work site Ashfield shale<br />

Sydney City Centre Capa<strong>city</strong> Improvement 374<br />

Review <strong>of</strong> Environmental Factors

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