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

SCG CONSULTING ENGINEERS LOG SECTIONS Ref No.19064

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Depth TEST SITE No 14 P_|_ Depth TEST SITE No2 P
100 FILL Silty Sand bSM 1 100 N.S.L Silty Sand SM 1
200 Fine to coarse grained 1 200 Fine grained, pale grey 4
300 Brown & grey traces of 4 300 Moist, loose. 4
400 Gravel & rubble, moist 400 1
500 Loose. 500 1
600 600 4
700 1 700 eee cece eceeeccee 4
800 1 800 Silty Sand SM 1
900 1 900 Fine grained, pale grey white 4
1000 N.S.L Silty Sand SM 4 1000 Moist, Loose. 1
1100 Fine grained, pale grey white 4 1100 4
1200 Moist, loose. 4 1200 1
1300 1 4300 1
1400 4 1400 1
1500 4 1500 1
1600 4 41600 1
1700 1 1700 1
1800 1 1800 1
1900 1 41900 1
2000 1 2000 1
2100 4 2100 Bec, Med Dense 2
2200 1 2200 | eee ceceeccaececeeeees 2
2300 1 2300 Silty Sand SM 2
2400 Bec, Med Dense 2 2400 Fine grained, pale grey white 3
2500 2 2500 Moist, Loose. 3
2600 2 2600 3
2700 3 2700 3
2800 | ee cececcceeeecceeeesteceees 3 2800 3
2900 Silty Sand SM 3 2900 3
3000 Fine grained, pale grey white 3 3000 End Auger 4
3100 Moist, med dense. 3 3100 4
3200 3 3200 4
3300 3 3300 4
3400 3 3400 4
3500 3 3500 4
3600 3 3600 5
3700 3 3700 6
3800 3 3800 End DCP 6
3900 4 3900
4000 4 4000
4100 5 4100
4200 6 4200
4300 6 4300
4400 6 4400
4500 7 4500
4600 4600 |_|
4700 4700
4800 4800
4900 4900
5000 5000
5100 nd Auger 5100

 

 

 

 

 

 

 

 

SCG Consulting Engineers 6 SCG Ref: 19064(S)