Southern Geotechnics Table of Borehole Investigations Job No: 201457 Site: Kiama Hospital Site

30/03/2014 1

Borehole No.

Location Profile to Refusal on Latite Rock

BH1 S W Corner Grassed area

0.0 0.15m, gravelly topsoil, dark grey brown, moist, friable to stiff 0.15 0.3m, loamy cobbles, dark brown, medium-dense 0.3 0.8m cobbly loam, dark brown, moist, very stiff / medium-dense refusal at 0.8m

BH2 S E Portion Prev. gardens

0.0 - 0.5m, topsoil fill, dark grey brown 0.5 1.2m, topsoil & loam, dark grey brown to dark brown, moist to wet, firm to stiff 1.2 1.5m, bouldery & cobbly silty clay, low plasticity, dark yellow grey brown, moist, very stiff/ medium-dense

BH3 In filled car park 0.0 2.1m, mixed fill including bricks, minor fragments of AC sheeting, gravel and cinders, dry to moist, loose to medium-dense

2.1 2.7m, topsoil & cobbly loam, dark grey brown to dark brown, dry to moist, stiff to very stiff / medium-dense 2.7 3.3m, gravelly & cobbly silty clay, med. plasticity, dark grey & yellow brown, moist, very stiff refusal 3.3m

BH4 Beside workshop / prev. boiler

house

0.0 0.5m, topsoil fill & ash & cinders 0.5 1.2m, gravelly clay loam / silty light clay, dark brown, moist, very stiff 1.2 2.15m, gravelly silty clay, medium plasticity, dark grey brown, moist, very stiff refusal at 2.15m

BH5 Edge of trees, Upslope of sewer

0.0 0.1m, topsoil, gravelly, dark grey brown 0.1 0.9m, cobbly silty light clay / clayey cobbles, dark brown, moist, medium-dense 0.9 1.5m, gravelly silty clay, medium plasticity, yellow grey brown, moist, very stiff refusal at 1.5m

BH6 Grass at re-entrant corner of

building

0.0 0.3m, topsoil fill & cinders 0.3 0.5m, topsoil, dark grey brown, moist, stiff 0.5 1.0m, silty clay, low plasticity, orange & brown, moist, very stiff 1.0 1.5m, silty clay, some gravel, medium to high plasticity, yellow grey brown, moist, very stiff refusal 1.5m

BH7 Lawn 0.0 0.15m, topsoil, dark grey black 0.15 1.8m, silty clay & gravelly silty clay, medium to high plasticity, grey brown & yellow grey brown, very stiff 1.8m, refusal on rock

BH8 N E portion of site

(5 attempts)

0.0 0.5m, topsoil fill & terrace fill, dark grey brown, moist, dense 0.5 0.7m, topsoil, gravelly, dark grey brown 0.7 1.1m, cobbly loam / loamy cobbles, dark grey brown to dark brown, moist, dense refusal at 1.1m

The Site North

drawn amw / fw JONES NICHOLSON / KIAMA MUNICIPAL COUNCIL Southern drawing no:approved amw REDEVELOPMENT OF KIAMA HOSPITAL SITE Geotechnics 201457 - 1date 29/03/2014 GEOTECHNICAL ASSESSMENT Consulting Geotechnical Engineers

scale reduced SITE LOCALITY PLAN 201457

North

drawn amw JONES NICHOLSON / KIAMA MUNICIPAL COUNCIL Southern drawing no:approved amw REDEVELOPMENT OF KIAMA HOSPITAL SITE Geotechnics 201457 - 2date 29/03/2014 GEOTECHNICAL ASSESSMENT Consulting Geotechnical Engineers

scale nts SKETCHED SITE PLAN job no: 201457

DRAW.pdfLOCALITYSITE PLAN-L