Eastwood & Partners St. Andrew's House 23 Kingfield Road Sheffield S11 9AS. Co-ords: Level: Dimensions: Depth 1.50m
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1 epth (m) 0.0 Kingfield Road S AS Coords: imensions: epth.0m epth Level (m) (m AO) Stratum escription 0.0m.0m TOPSOIL: Brown sandy gravelly with rootlets. Gravel is angular to subrounded fine to coarse of sandstone and mudstone. Trialpit No TP ate /0/0 :0 MY Stiff grey mottled orange slightly sandy slightly gravelly. Gravel is subangular fine to coarse of tabular ironstone. IPP IPP IPP 0.00 Very stiff dark grey thinly laminated gravelly. Gravel is angular of tabular mudstone aligned to bedding planes. Lenses of very weak mudstone..0.0 Very weak dark grey thinly laminated very closely fissured fissile MUSTONE..0 Trialpit Complete at.0 m Groundwater: IPP= Penetrometer readings given as unconfined compressive strength in kn/m. Trial pit backfilled with arisings. None encountered HoleBASE. (Bld.) Standard Trialpit Log v dated th Nov 0
2 epth (m) 0.0 Kingfield Road S AS Coords: imensions: epth.00m epth Level (m) (m AO) Stratum escription 0.0m.0m TOPSOIL: Brown sandy gravelly with rootlets. Gravel is angular to subrounded fine to coarse of sandstone and mudstone. Trialpit No TP ate /0/0 :0 MY 0.0 Stiff orangebrown sandy gravelly with low cobble content. Gravel and cobbles are angular to subangular of sandstone. 0.0 Beige subangular COBBLES with much sandy gravelly. Gravel and cobbles are subangular tabular of sandstone..0 Medium strong thickly laminated to thinly bedded closely fissured grey. Weathered beige and black manganese mineralisation along bedding planes..00 Trialpit Complete at.00 m Groundwater: Trial pit backfilled with arisings. None encountered HoleBASE. (Bld.) Standard Trialpit Log v dated th Nov 0
3 epth (m) 0.0 Kingfield Road S AS Coords: imensions: epth.0m epth Level (m) (m AO) Stratum escription 0.0m.0m TOPSOIL: Brown sandy gravelly with rootlets. Gravel is angular to subrounded fine to coarse of sandstone and mudstone. Trialpit No TP0 ate /0/0 :0 MY 0.0 Stiff browngrey slightly sandy slightly gravelly. Gravel is angular fine to medium of mudstone. 0. Stiff grey mottled orange and dark grey slightly gravelly. Gravel is fine to medium of dark grey mudstone IPP IPP IPP Stiff grey very gravelly. Gravel is angular fine to medium of. Clay thickens to. m bgl in north of pit. Stiff light grey mottled orange IPP IPP IPP.0 Very weak grey thinly laminated closely fissured MUSTONE. Weathered orange along bedding planes..0.0 Trialpit Complete at.0 m Groundwater: IPP= Penetrometer readings given as unconfined compressive strength in kn/m. Trial pit backfilled with arisings. None encountered HoleBASE. (Bld.) Standard Trialpit Log v dated th Nov 0
4 epth (m) 0.0 Kingfield Road S AS Coords: imensions: epth.00m epth Level (m) (m AO) Stratum escription 0.0m.0m TOPSOIL: Brown sandy gravelly with rootlets. Gravel is angular to subrounded fine to coarse of sandstone and mudstone. Trialpit No TP/SA ate /0/0 :0 MY 0.0 Firm orange mottled grey very sandy slightly gravelly. Gravel is subangular to subrounded fine to coarse of sandstone. From 0.m: Very stiff..00. Very stiff grey mottled orange thinly laminated slightly gravely. Gravel is angular fine to coarse of tabular mudstone aligned to bedding planes..0.0 Very weak grey thinly laminated MUSTONE. Rare iron nodules <0mm..00 Trialpit Complete at.00 m Groundwater: Trial pit backfilled with arisings. None encountered HoleBASE. (Bld.) Standard Trialpit Log v dated th Nov 0
5 epth (m) 0.0 Kingfield Road S AS Coords: imensions: epth.0m epth Level (m) (m AO) Stratum escription 0.0m.0m TOPSOIL: Brown sandy gravelly with rootlets. Gravel is angular to subrounded fine to coarse of sandstone and mudstone. Trialpit No TP ate /0/0 :0 MY 0. Stiff orange mottled grey and brown sandy slightly gravelly. Gravel is subangular of ironstone and sandstone From.m: Sandy and gravelly of sandstone with occasional relict thin laminations..0.0 Medium strong thinly laminated grey. Weathered orangebrown along bedding planes. Trialpit Complete at.0 m Groundwater: Trial pit backfilled with arisings. Minor water ingress at.m HoleBASE. (Bld.) Standard Trialpit Log v dated th Nov 0
6 epth (m) Kingfield Road S AS Coords: ates: epth Level (m) (m AO) Stratum escription.0 m AO 0/0/0 BH :0 riller End of Borehole at 0.00 m HoleBASE. (Bld.) Standard Borehole Log v dated th Nov 0
7 epth (m) Kingfield Road S AS Coords: ates: epth Level (m) (m AO) Stratum escription.00 m AO 0/0/0 BH :0 riller End of Borehole at 0.00 m HoleBASE. (Bld.) Standard Borehole Log v dated th Nov 0
8 epth (m) Kingfield Road S AS Coords: ates: epth Level (m) (m AO) Stratum escription.0 m AO 0/0/0 BH :0 riller End of Borehole at 0.00 m HoleBASE. (Bld.) Standard Borehole Log v dated th Nov 0
9 epth (m) Kingfield Road S AS Coords: ates: epth Level (m) (m AO) Stratum escription.0 m AO /0/0 BH :0 riller End of Borehole at 0.00 m HoleBASE. (Bld.) Standard Borehole Log v dated th Nov 0
10 epth (m) Kingfield Road S AS Coords: ates: epth Level (m) (m AO) Stratum escription.0 m AO /0/0 BH :0 riller End of Borehole at 0.00 m HoleBASE. (Bld.) Standard Borehole Log v dated th Nov 0
11 epth (m) Kingfield Road S AS Coords: ates: epth Level (m) (m AO) Stratum escription.0 m AO /0/0 BH :0 riller End of Borehole at 0.00 m HoleBASE. (Bld.) Standard Borehole Log v dated th Nov 0
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Test Pit No. TP-6 Location: Latitude 47.543003, Longitude -121.980441 Approximate Ground Surface Elevation: 1,132 feet Depth (ft) USCS Soil Description 0 1.5 1.5 5.0 SM 5.0 8.0 SM Loose to medium dense,
Undrained shear strength
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TP-1 N61E 0 DARK BROWN SANDY SILT (ML) stiff, wet with roots (Disturbed Surficial Soil) DEPTH (FEET) 5 REDDISH BROWN SANDSTONE intensely fractured, weak to friable, deeply weathered, tight (Franciscan
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