Sheet 1 of 1 Project Name Project No Co ords Date MDY

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Eastwood Partners Trialpit No,St Andrew s House,23 Kingfield Road TP14. S11 9AS Sheet 1 of 1,Project Name Project No Co ords Date. Milton Crescent 39644 Level 30 03 2016,Location Wakefield Dimensions 2 50m Scale. 2 60m Logged By,Client Wakefield Council,Samples In Situ Testing Depth Level. Depth m Type Results m m AOD Legend Stratum Description. TOPSOIL Brown sandy slightly gravelly CLAY with rootlets Gravel is. 0 10 D angular to subrounded fine to coarse of sandstone and mudstone. Firm orange mottled grey sandy slightly gravelly CLAY Gravel is subrounded. fine to coarse of sandstone, Stiff grey mottled orange slightly gravelly CLAY Gravel is subangular fine.
to coarse of mudstone and ironstone,0 90 IPP 1 200. 0 90 IPP 2 300,0 90 IPP 3 225 1,From 1 1m Low cobble content of ironstone. From 1 8m Relict thin laminations, Very weak distinclty weathered thinly laminated closely fissured grey. MUDSTONE 2,Trialpit Complete at 2 60 m, HoleBASE 3 1 Bld 426 48 Standard Trialpit Log v2 dated 27th Nov 03. Remarks IPP Penetrometer readings given as unconfined compressive strength in kN m2 Trial pit backfilled. with arisings,Groundwater None encountered,Eastwood Partners Trialpit No.
St Andrew s House,23 Kingfield Road TP15 SA3,S11 9AS Sheet 1 of 1. Project Name Project No Co ords Date,Milton Crescent 39644 Level 31 03 2016. Location Wakefield Dimensions 2 50m Scale,1 80m Logged By. Client Wakefield Council,Samples In Situ Testing Depth Level. Depth m Type Results m m AOD Legend Stratum Description. TOPSOIL Brown sandy slightly gravelly CLAY with rootlets Gravel is. 0 10 D angular to subrounded fine to coarse of sandstone and mudstone. Firm locally stiff orange mottled grey sandy slightly gravelly CLAY Gravel. is medium to coarse subangular of tabular ironstone. Stiff grey mottled orange slightly gravelly CLAY Gravel is medium to. coarse subangular of tabular ironstone,1 10 IPP 1 300.
1 10 IPP 2 275,1 10 IPP 3 400, From 1 2m Thinly laminated Interbedded ironstone beds up to 60mm in. Trialpit Complete at 1 80 m, HoleBASE 3 1 Bld 426 48 Standard Trialpit Log v2 dated 27th Nov 03. Remarks IPP Penetrometer readings given as unconfined compressive strength in kN m2 Trial pit backfilled. with arisings,Groundwater None encountered,Eastwood Partners Trialpit No. St Andrew s House,23 Kingfield Road TP16,S11 9AS Sheet 1 of 1. Project Name Project No Co ords Date,Milton Crescent 39644 Level 30 03 2016.
Location Wakefield Dimensions 2 50m Scale,2 20m Logged By. Client Wakefield Council,Samples In Situ Testing Depth Level. Depth m Type Results m m AOD Legend Stratum Description. TOPSOIL Brown sandy slightly gravelly CLAY with rootlets Gravel is. 0 10 D angular to subrounded fine to coarse of sandstone and mudstone. Firm very sandy slightly gravelly CLAY Gravel is subangular of weak. Subangular COBBLES of tabular sandstone with much very sandy CLAY Cobbles. and gravel aligned to relict thin beds, Very stiff grey mottled brown CLAY Relict thick laminations. From 1 6m Gravelly of tabular mudstone, Very weak brown weathered grey thinly laminated very closely fissured. Trialpit Complete at 2 20 m, HoleBASE 3 1 Bld 426 48 Standard Trialpit Log v2 dated 27th Nov 03.
Remarks Trial pit backfilled with arisings,Groundwater None encountered. Eastwood Partners Trialpit No,St Andrew s House,23 Kingfield Road TP17. S11 9AS Sheet 1 of 1,Project Name Project No Co ords Date. Milton Crescent 39644 Level 30 03 2016,Location Wakefield Dimensions 2 50m Scale. 2 10m Logged By,Client Wakefield Council,Samples In Situ Testing Depth Level.
Depth m Type Results m m AOD Legend Stratum Description. TOPSOIL Brown sandy slightly gravelly CLAY with rootlets Gravel is. 0 10 D angular to subrounded fine to coarse of sandstone and mudstone. Firm orange mottled grey slightly sandy slightly gravelly CLAY Gravel is. 0 40 D subangular fine to medium of mudstone,At 0 4m Terracotta land drain 100mm in diameter. 1 00 IPP 1 200 1,1 00 IPP 2 200,1 00 IPP 3 150 1 10. Subangular COBBLES of sandstone with much sandy CLAY. Very weak grey brown thinly laminated MUDSTONE Grey clay and black. 1 40 D manganese mineralisation on bedding planes,Trialpit Complete at 2 10 m. HoleBASE 3 1 Bld 426 48 Standard Trialpit Log v2 dated 27th Nov 03. Remarks IPP Penetrometer readings given as unconfined compressive strength in kN m2 Trial pit backfilled. with arisings,Groundwater None encountered,Eastwood Partners Trialpit No. St Andrew s House,23 Kingfield Road TP18,S11 9AS Sheet 1 of 1.
Project Name Project No Co ords Date,Milton Crescent 39644 Level 30 03 2016. Location Wakefield Dimensions 2 50m Scale,2 40m Logged By. Client Wakefield Council,Samples In Situ Testing Depth Level. Depth m Type Results m m AOD Legend Stratum Description. TOPSOIL Brown sandy slightly gravelly CLAY with rootlets Gravel is. 0 10 D angular to subrounded fine to coarse of sandstone and mudstone. Stiff orange mottled grey sandy CLAY, From 0 8m Gravelly and medium cobble content of subangular tabular. Stiff grey brown slightly gravelly CLAY with relict thin beds Gravel is. angular of mudstone and ironstone, Very weak grey brown thinly laminated very closely fissured MUDSTONE Black.
mineralisation on bedding planes and fissures,Trialpit Complete at 2 40 m. HoleBASE 3 1 Bld 426 48 Standard Trialpit Log v2 dated 27th Nov 03. Remarks Trial pit backfilled with arisings,Groundwater None encountered. Eastwood Partners Trialpit No,St Andrew s House,23 Kingfield Road TP19. S11 9AS Sheet 1 of 1,Project Name Project No Co ords Date. Milton Crescent 39644 Level 30 03 2016,Location Wakefield Dimensions 2 50m Scale.
2 50m Logged By,Client Wakefield Council,Samples In Situ Testing Depth Level. Depth m Type Results m m AOD Legend Stratum Description. TOPSOIL Brown sandy slightly gravelly CLAY with rootlets Gravel is. 0 10 D angular to subrounded fine to coarse of sandstone and mudstone. 0 40 D Stiff orange brown mottled grey slightly sandy slightly gravelly CLAY. Gravel is subangular fine to medium of mudstone,1 00 IPP 1 250 1. 1 00 IPP 2 250,1 00 IPP 3 225,From 1 3m Friable and gravelly of mudstone. Very weak grey thickly laminated very closely fissured MUDSTONE Black. mineralisation on bedding planes and fissures,Trialpit Complete at 2 50 m. HoleBASE 3 1 Bld 426 48 Standard Trialpit Log v2 dated 27th Nov 03. Remarks IPP Penetrometer readings given as unconfined compressive strength in kN m2 Trial pit backfilled. with arisings,Groundwater None encountered,Eastwood Partners Trialpit No.
St Andrew s House,23 Kingfield Road TP20,S11 9AS Sheet 1 of 1. Project Name Project No Co ords Date,Milton Crescent 39644 Level 30 03 2016. Location Wakefield Dimensions 2 50m Scale,1 40m Logged By. Client Wakefield Council,Samples In Situ Testing Depth Level. Depth m Type Results m m AOD Legend Stratum Description. TOPSOIL Brown sandy slightly gravelly CLAY with rootlets Gravel is. 0 10 D angular to subrounded fine to coarse of sandstone and mudstone. Stiff brown gravelly CLAY Gravel is subangular of mudstone. Weak grey brown thinly laminated very closely fissured MUDSTONE. Trialpit Complete at 1 40 m, HoleBASE 3 1 Bld 426 48 Standard Trialpit Log v2 dated 27th Nov 03.
Remarks Trial pit backfilled with arisings,Groundwater None encountered. Eastwood Partners Trialpit No,St Andrew s House,23 Kingfield Road TP21 SA4. S11 9AS Sheet 1 of 1,Project Name Project No Co ords Date. Milton Crescent 39644 Level 31 03 2016,Location Wakefield Dimensions 2 50m Scale. 1 40m Logged By,Client Wakefield Council,Samples In Situ Testing Depth Level.
Depth m Type Results m m AOD Legend Stratum Description. TOPSOIL Brown sandy slightly gravelly CLAY with rootlets Gravel is. 0 10 D angular to subrounded fine to coarse of sandstone and mudstone. Firm orange mottled grey sandy gravelly CLAY Gravel is subangular fine to. 0 40 D coarse of sandstone, Medium strong orange brown thinly bedded partially weathered SANDSTONE. Grey clay along bedding planes,Trialpit Complete at 1 40 m. HoleBASE 3 1 Bld 426 48 Standard Trialpit Log v2 dated 27th Nov 03. Remarks Trial pit backfilled with arisings,Groundwater None encountered. Eastwood Partners Trialpit No,St Andrew s House,23 Kingfield Road TP22. S11 9AS Sheet 1 of 1,Project Name Project No Co ords Date.
Milton Crescent 39644 Level 31 03 2016,Location Wakefield Dimensions 3 00m Scale. 3 65m Logged By,Client Wakefield Council,Samples In Situ Testing Depth Level. Depth m Type Results m m AOD Legend Stratum Description. TOPSOIL Brown sandy gravelly CLAY with rootlets Gravel is angular to. 0 10 D subrounded fine to coarse of sandstone and mudstone. Stiff orange mottled grey slightly sandy slightly gravelly CLAY Gravel is. 0 40 D subrounded fine to coarse of ironstone and sandstone. 1 00 IPP 1 300 1,1 00 IPP 2 275,1 00 IPP 3 325,1 4m Terracotta land drain not broken. Very weak black COAL Red MUDSTONE at top,Stiff light grey CLAY. Very weak black bright COAL, HoleBASE 3 1 Bld 426 48 Standard Trialpit Log v2 dated 27th Nov 03.
3 65 Stiff grey CLAY,Trialpit Complete at 3 65 m, Remarks IPP Penetrometer readings given as unconfined compressive strength in kN m2 Trial pit backfilled. with arisings,Groundwater None encountered,Eastwood Partners Trialpit No. St Andrew s House,23 Kingfield Road TP23 SA5,S11 9AS Sheet 1 of 1. Project Name Project No Co ords Date,Milton Crescent 39644 Level 31 03 2016. Location Wakefield Dimensions 2 50m Scale,1 95m Logged By.
Client Wakefield Council,Samples In Situ Testing Depth Level. Depth m Type Results m m AOD Legend Stratum Description. TOPSOIL Brown sandy gravelly CLAY with rootlets Gravel is angular to. 0 10 D subrounded fine to coarse of sandstone and mudstone. Firm orange brown sandy CLAY, Stiff grey mottled orange slightly sandy slightly gravelly CLAY Gravel is. subangular fine to coarse of sandstone, 0 90 IPP 1 175 Stiff grey brown slightly sandy CLAY. 0 90 IPP 2 200,0 90 IPP 3 200 1,From 1 5m Relict thin laminations. Very weak thinly laminated dark grey fissile MUDSTONE. Trialpit Complete at 1 95 m 2, HoleBASE 3 1 Bld 426 48 Standard Trialpit Log v2 dated 27th Nov 03.
Remarks IPP Penetrometer readings given as unconfined compressive strength in kN m2 Trial pit backfilled. with arisings,Groundwater None encountered,Eastwood Partners Trialpit No. St Andrew s House,23 Kingfield Road TP24,S11 9AS Sheet 1 of 1. Project Name Project No Co ords Date,Milton Crescent 39644 Level 01 04 2016. Location Wakefield Dimensions 2 50m Scale,2 00m Logged By. Client Wakefield Council,Samples In Situ Testing Depth Level.
Depth m Type Results m m AOD Legend Stratum Description. TOPSOIL Brown sandy gravelly CLAY with rootlets Gravel is angular to. 0 10 D subrounded fine to coarse of sandstone and mudstone. Stiff orange mottled grey sandy slightly gravelly CLAY Gravel is. subrounded fine to coarse of sandstone,0 40 D Terracotta land drain 100mm in diameter. Stiff light grey mottled orange slightly gravelly CLAY Gravel is. subangular to subrounded fine to coarse of ironstone and sandstone. 1 10 IPP 1 275,1 10 IPP 2 350,1 10 IPP 3 350, Stiff grey thinly laminated gravelly CLAY Gravel is angular tabular. mudstone aligned to relict thin laminations, Very weak grey thinly laminated MUDSTONE Thin laminations of ironstone. Trialpit Complete at 2 00 m, HoleBASE 3 1 Bld 426 48 Standard Trialpit Log v2 dated 27th Nov 03. Remarks IPP Penetrometer readings given as unconfined compressive strength in KN m2 Trial pit backfilled. with arisings,Groundwater,Eastwood Partners Trialpit No.
St Andrew s House,23 Kingfield Road TP25,S11 9AS Sheet 1 of 1. Project Name Project No Co ords Date,Milton Crescent 39644 Level 31 03 2016. Location Wakefield Dimensions 2 00m Scale,1 10m Logged By. Client Wakefield Council,Samples In Situ Testing Depth Level. Depth m Type Results m m AOD Legend Stratum Description. TOPSOIL Brown sandy gravelly CLAY with rootlets Gravel is angular to. 0 10 D subrounded fine to coarse of sandstone, Medium strong beige thickly laminated SANDSTONE From 0 9m Thick.
laminations of weak SILTSTONE,Trialpit Complete at 1 10 m. HoleBASE 3 1 Bld 426 48 Standard Trialpit Log v2 dated 27th Nov 03. Remarks Trial pit backfilled with arisings,Groundwater None encountered. Eastwood Partners Trialpit No,St Andrew s House,23 Kingfield Road TP26. S11 9AS Sheet 1 of 1,Project Name Project No Co ords Date. Milton Crescent 39644 Level 31 03 2016,Location Wakefield Dimensions 2 00m Scale.
1 40m Logged By,Client Wakefield Council,Samples In Situ Testing Depth Level. Depth m Type Results m m AOD Legend Stratum Description. TOPSOIL Brown sandy slightly gravelly CLAY with rootlets Gravel is. 0 10 D angular to subrounded fine to coarse of sandstone and mudstone. Stiff orange mottled grey sandy gravelly CLAY with low cobble content. Gravel and cobbles are of tabular subangular sandstone. 0 45 D 0 45, Medium strong thickly laminated grey SANDSTONE Weathered orange brown and. black manganese mineralisation along bedding planes. Sheet 1 of 1 Samples amp In Situ Testing Depth m Depth Level m m AOD Legend Stratum Description Project Name Location Client Dimensions Level Project No Co ords Trialpit No Scale Logged By Remarks Date Type Results Groundwater Depth Milton Crescent Wakefield Wakefield Council IPP Penetrometer readings given as unconfined compressive strength in kN m2 Trial pit backfilled with

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