08/0169 - Response to Information Request [As Published] · 132008.169

SCG CONSULTING ENGINEERS LOG SECTIONS Ref No.19064

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Depth TEST SITE No 3 P_| Depth TEST SITE No 4 P
100 N.S.L Silty Sand SM 1 100 N.S.L Silty Sand SM 1
200 Fine grained, pale grey 4 200 Fine grained, pale grey 1
300 Moist, loose. 1 300 Moist, loose. 1
400 1 400 4
500 1 500 1
600 4 600 1
700 1 700 | ee 1
800 4 800 Silty Sand SM 1
900 4 900 Fine grained, pale grey white 1
1000 1 1000 Moist, Loose. 1
1100 | eo cacececeeeeecceese 1 44100 1
1200 Silty Sand SM 1 1200 1
1300 Fine grained, pale grey white 4 1300 1
1400 Moist, Loose. 1 1400 1
1500 1 1500 1
4600 1 1600 4
1700 4 1700 4
1800 1 1800 Bec. med dense 2
1900 4 41900 2
2000 2 2000 2
2100 2 2100 2
2200 2 2200 |e eee eee cece ee 2
2300 2 2300 Silty Sand SM 2
2400 Bec. med dense 3 2400 Fine grained, pale grey 3
2500 | ee ce nec eceeeeeeee 3 2500 Moist, Med Dense. 3
2600 Silty Sand SM 3 2600 3
2700 Fine grained, pale grey 4 2700 3
2800 Moist, Med dense. 4 2800 3
2900 § 2900 3
3000 End Auger 5 3000 End Auger 4
3100 5 3100 4
3200 5 3200 4
3300 6 3300 4
3400 6 3400 4
3500 6 3500 4
3600 6 3600 5
3700 7 3700 6
3800 End DCP 7 3800 End DCP 6
3900 3900
4000 4000
4100 4100
4200 4200
4300 4300
4400 4400
4500 4500
4600 4600
4700 4700
4800 4800
4900 4900
5000 5000
5100 End Auger §100

 

 

 

 

 

 

 

 

 

SCG Consulting Engineers 7 SCG Ref: 19064(S)