Superficial Geology Superficial Deposits are the youngest geological deposits formed during the most recent period of geological time, the Quaternary, which extends back about 1.8 million years from the present. They rest on older deposits or rocks referred to as Bedrock. This dataset contains Superficial deposits that are of natural origin and 'in place'. Other superficial strata may be held in the Mass Movement dataset where they have been moved, or in the Artificial Ground dataset where they are of man-made origin. Most of these Superficial deposits are unconsolidated sediments such as gravel, sand, silt and clay, and onshore they form relatively thin, often discontinuous patches or larger spreads. Superficial Geology Map - Slice A Order Details: Order Number: Customer Reference: National Grid Reference: Slice: Site Area (Ha): Search Buffer (m): 40779749_1_1 986-01 211200, 211550 A 1.3 1000 Site Details: Land Adjacent to Village Green, Templeton, NARBERTH, Dyfed Tel: Fax: Web: 0844 844 9952 0844 844 9951 www.envirocheck.co.uk v15.0 13-Aug-2012 Page 3 of 5
Bedrock and Faults Bedrock geology is a term used for the main mass of rocks forming the Earth and are present everywhere, whether exposed at the surface in outcrops or concealed beneath superficial deposits or water. The bedrock has formed over vast lengths of geological time ranging from ancient and highly altered rocks of the Proterozoic, some 2500 million years ago, or older, up to the relatively young Pliocene, 1.8 million years ago. The bedrock geology includes many lithologies, often classified into three types based on origin: igneous, metamorphic and sedimentary. The BGS Faults and Rock Segments dataset includes geological faults (e.g. normal, thrust), and thin beds mapped as lines (e.g. coal seam, gypsum bed). Some of these are linked to other particular 1:50,000 Geology datasets, for example, coal seams are part of the bedrock sequence, most faults and mineral veins primarily affect the bedrock but cut across the strata and post date its deposition. Bedrock and Faults Map - Slice A Order Details: Order Number: Customer Reference: National Grid Reference: Slice: Site Area (Ha): Search Buffer (m): 40779749_1_1 986-01 211200, 211550 A 1.3 1000 Site Details: Land Adjacent to Village Green, Templeton, NARBERTH, Dyfed Tel: Fax: Web: 0844 844 9952 0844 844 9951 www.envirocheck.co.uk v15.0 13-Aug-2012 Page 4 of 5
Combined Surface Geology The Combined Surface Geology map combines all the previous maps into one combined geological overview of your site. Please consult the legends to the previous maps to interpret the Combined "Surface Geology" map. Additional Information More information on 1:50,000 Geological mapping and explanations of rock classifications can be found on the BGS website. Using the LEX Codes in this report, further descriptions of rock types can be obtained by interrogating the 'BGS Lexicon of Named Rock Units'. This database can be accessed by following the 'Information and Data' link on the BGS website. Contact British Geological Survey Kingsley Dunham Centre Keyworth Nottingham NG12 5GG Telephone: 0115 936 3143 Fax: 0115 936 3276 email: enquiries@bgs.ac.uk website: www.bgs.ac.uk Combined Geology Map - Slice A Order Details: Order Number: Customer Reference: National Grid Reference: Slice: Site Area (Ha): Search Buffer (m): 40779749_1_1 986-01 211200, 211550 A 1.3 1000 Site Details: Land Adjacent to Village Green, Templeton, NARBERTH, Dyfed Tel: Fax: Web: 0844 844 9952 0844 844 9951 www.envirocheck.co.uk v15.0 13-Aug-2012 Page 5 of 5
APPENDIX E Trial Pit Records
Ground Investigation (Wales) Ltd.. 6 New Mill Court, Enterprise Park, Swansea, SA7 9FG. TEL: 01792 411013, FAX: 01792 411014, EMAIL: wales@ground-investigation.com Ground Investigation Site: Land adj. Village Green, Templeton Client: JE Construction Limited Job No: 986-01 SAMPLES & IN-SITU TESTS Type Results / Remarks / No 0.20 D1 0.60 B2 0.80 B3 0.80 IV peak=68,68kpa 1.40 IV peak=38,48,56kpa 1.60 B4 1.60 IV peak=58,68,75kpa 2.20 IV peak=81kpa 2.50 B5 Trial Pit Record Method/Plant Used: 5-tonne tracked excavator (Case CX50B) Start date: 11/08/12 End Date: 11/08/12 Logged By: MW Easting: 211,130.00 Northing: 211,553.00 Elevation: 99.250 W at STRATA e r Legend R.L. (0.17) 0.17 99.08 0.28 98.97 (0.47) 0.75 98.50 (0.60) 1.35 97.90 1.50 97.75 (0.70) 2.20 97.05 (0.85) Description Hole ID TP1 Sheet 1 of 1 (0.00m-4.10m) All dimensions in metres Scale 1:21 Grass over TOPSOIL comprising brown extremely closely fissured clay/silt with occasional roots up to 5mm in diameter. EXISTING SURFACE MATERIALS Soft-to-firm brown slightly gravelly CLAY/SILT with occasional thin roots. Gravel is fine and medium subangular flat siltstone. Undifferentiated SUPERFICIAL DEPOSITS Firm brown and red-brown sandy slightly gravelly CLAY of high plasticity with occasional thin roots. Gravel is fine, medium and locally coarse subangular elongate siltstone and sandstone.... laterally impersistent horizon of soft-to-firm pale brown/yellow-brown and locally orange stained slightly sandy slightly gravelly plastic clay at 0.50-0.60m depth.... laterally impersistent horizon of soft-to-firm dark brown clay/silt containing fine black ironstone gravel below 0.60m depth. Firm pale yellow/orange-brown slightly gravelly plastic CLAY with occasional irregular brown/grey-brown veining. Gravel is fine and medium subrounded to subangular sandstone and siltstone. Occasional pockets of dark brown clay/silt containing ironstone gravel. Soft-to-firm slightly moist orange-brown slightly gravelly SILT. Gravel is fine subrounded to subangular siltstone. Firm pale yellow-brown and grey mottled slightly sandy slightly gravelly CLAY of high plasticity with occasional boulders and very closely spaced silt/fine sand lenses/horizons. Gravel is fine and medium subrounded to subangular sandstone and siltstone, boulders are subangular elongate siltstone up to 0.30m across.... silt/sand lenses/inclusions becoming localised below 1.70m depth. Medium dense pale grey and locally pale yellow/orange-brown mottled silty gravelly locally slightly cobbly SAND. Sand is fine and medium, gravel and cobbles are angular blocky calcareous sandstone (weak) and subrounded to subangular siltstone. GLACIAL TILL (coarse-grained) 3.20 D6 3.20 IV peak=82,84,88kpa 3.05 96.20 (0.65) Firm-to-stiff pale yellow/orange-brown and pale grey mottled slightly gravelly slightly cobbly plastic CLAY. Gravel and cobbles are subangular blocky calcareous siltstone/sandstone (weak). Occasional pockets of pale yellow-brown/grey mottled silty slightly gravelly sand similar to overlying stratum. GLACIAL TILL (fine-grained) 3.70 95.55... grading to pale yellow/orange-brown slightly sandy slightly gravelly clay below 3.50m depth, sand inclusions absent.... trial pit remained dry during excavation. Very slow inflow to base 1-2 minutes after completion. Trial pit terminated at 3.70m depth. Groundwater Observations Strike Flow Rate Remarks 3.70 Very slow inflow. Shoring/Support: none Side Stability: Trial pit sides remained generally stable during excavation and prior to backfilling. 0.65 B General Remarks 1. All dimensions are in metres unless otherwise stated. 2. Exploratory hole set out at proposed soakaway location by hand-held GPS, accurate to within 3m. National Grid co-ordinates shown relate to approximate centre of exploratory hole. Elevation is interpolated from contours shown on survey drawing. Location shown relative to existing and proposed site layout on Figures 2 and 3 respectively. 3. All descriptions of consistency, strength and relative density are based on field observations and results of in-situ and laboratory tests, where applicable. 4. In-situ soakaway test conducted within trial pit (see test results, Appendix G). Following completion of test, exploratory hole backfilled with excavated arisings and excavated topsoil/turf replaced over backfilled position to allow re-establishment. 2.50 A C D
Ground Investigation (Wales) Ltd.. 6 New Mill Court, Enterprise Park, Swansea, SA7 9FG. TEL: 01792 411013, FAX: 01792 411014, EMAIL: wales@ground-investigation.com Ground Investigation Site: Land adj. Village Green, Templeton Client: JE Construction Limited Job No: 986-01 SAMPLES & IN-SITU TESTS Type Results / Remarks / No 0.20 D1 0.65 B2 0.90 B3 0.90 IV peak=34,34,36kpa 1.30 B4 1.80 B5 2.50 D6 Trial Pit Record Method/Plant Used: 5-tonne tracked excavator (Case CX50B) Start date: 11/08/12 End Date: 11/08/12 Logged By: MW Easting: 211,181.00 Northing: 211,585.00 Elevation: 103.250 W at STRATA e r Legend R.L. (0.18) 0.18 103.07 (0.43) 0.61 102.64 (0.21) 0.82 102.43 (0.23) 1.05 102.20 (0.70) 1.75 101.50 1.90 101.35 (0.55) 2.45 100.80 (0.40) Description Hole ID TP2 Sheet 1 of 1 (0.00m-4.10m) All dimensions in metres Scale 1:21 Grass over TOPSOIL comprising brown extremely closely fissured clay/silt with frequent thin roots and occasional irregular dark orange veining. EXISTING SURFACE MATERIALS Soft-to-firm brown slightly gravelly CLAY/SILT with occasional thin roots. Gravel is fine and medium subangular flat siltstone. Undifferentiated SUPERFICIAL DEPOSITS Soft-to-firm slightly moist orange-brown slightly gravelly CLAY/SILT with occasional brown/grey-brown veining. Gravel is fine and medium subrounded to subangular siltstone. Soft pale brown locally very closely fissured slightly sandy (fine) SILT with occasional thin grey-brown veins and impersistent lenses. Medium dense slightly moist pale brown clayey/silty slightly sandy cobbly GRAVEL. Gravel and cobbles are subrounded to angular locally blocky/tabular siltstone and sandstone. Weathered GLACIAL TILL (coarse-grained)... becoming slightly moist and mid-dark brown mottled below 1.45m depth, with occasional very clayey/silty pockets. Medium dense to dense slightly moist pale brown and locally orange-brown/green-brown silty sandy slightly cobbly GRAVEL. Gravel and cobbles are angular flat/elongate/blocky siltstone, locally with dark brown iron staining. GLACIAL TILL (coarse-grained) Dense pale brown and orange-brown silty sandy cobbly GRAVEL. Gravel and cobbles are angular flat/blocky/elongate siltstone, often with dark brown iron staining. Very closely fractured structure locally apparent. Highly weathered MILFORD HAVEN GROUP BEDROCK Weak pale brown very closely to closely fractured SILTSTONE. Discontinuities are moderately open and infilled with silt/fine sand. Moderate excavation, recovered as slightly silty/sandy gravel and cobble size angular blocky/elongate fragments. Moderately weathered MILFORD HAVEN GROUP BEDROCK 2.85 100.40 Trial pit terminated at 2.85m depth upon refusal on weathered bedrock stratum. Groundwater Observations Strike Flow Rate Remarks Shoring/Support: none Side Stability: Trial pit sides remained generally stable to 2.45m depth. Slight overbreak of sides below 2.45m with repeated excavation through fractured bedrock stratum. 0.65 B General Remarks 1. All dimensions are in metres unless otherwise stated. 2. Exploratory hole set out at proposed soakaway location by hand-held GPS, accurate to within 3m. National Grid co-ordinates shown relate to approximate centre of exploratory hole. Elevation is interpolated from contours shown on survey drawing. Location shown relative to existing and proposed site layout on Figures 2 and 3 respectively. 3. All descriptions of consistency, strength and relative density are based on field observations and results of in-situ and laboratory tests, where applicable. 4. In-situ soakaway test conducted within trial pit (see test results, Appendix G). Following completion of test, exploratory hole backfilled with excavated arisings and excavated topsoil/turf replaced over backfilled position to allow re-establishment. 3.30 A C D
Ground Investigation (Wales) Ltd.. 6 New Mill Court, Enterprise Park, Swansea, SA7 9FG. TEL: 01792 411013, FAX: 01792 411014, EMAIL: wales@ground-investigation.com Ground Investigation Site: Land adj. Village Green, Templeton Client: JE Construction Limited Job No: 986-01 SAMPLES & IN-SITU TESTS Type Results / Remarks / No 0.15 D1 0.50 B2 0.80 IV peak=41,44,50kpa 1.20 B3 1.30 IV peak=34,38,43kpa 1.60 IV peak=50,54kpa 2.20 B4 Trial Pit Record Method/Plant Used: 5-tonne tracked excavator (Case CX50B) Start date: 11/08/12 End Date: 11/08/12 Logged By: MW Easting: 211,241.00 Northing: 211,507.00 Elevation: 96.400 W at STRATA e r Legend R.L. (0.17) 0.17 96.23 (0.53) 0.70 95.70 (0.55) 1.25 95.15 (0.40) 1.65 94.75 (0.45) 2.10 94.30 (0.20) 2.30 94.10 (0.35) 2.65 93.75 Description Hole ID TP3 Sheet 1 of 1 (0.00m-4.10m) All dimensions in metres Scale 1:21 Grass over topsoil comprising brown extremely closely fissured clay/silt with frequent thin roots. EXISTING SURFACE MATERIALS Soft brown slightly gravelly clay/silt with occasional thin roots. Gravel is fine and medium subrounded to subangular sandstone and occasional fine weak coal (material arising from probable reprofiling of field surface). MADE GROUND (reworked natural soils) Soft-to-firm brown slightly gravelly CLAY of high plasticity with rare thin roots. Gravel is fine and medium subrounded to subangular sandstone. Undifferentiated SUPERFICIAL DEPOSITS... becoming soft, slightly moist below 1.05m depth in eastern end of excavation.... depth to base of layer increases from 0.50m in western end, to 1.25m in eastern end of excavation. Soft-to-firm moist brown and orange-brown slightly gravelly CLAY/SILT. Gravel is fine and medium subrounded to subangular sandstone.... depth to base of layer increases from 0.75m in western end, to 1.65m in eastern end of excavation.... becoming firm towards 1.60m depth. Soft-to-firm slightly moist yellow/orange-brown and brown mottled slightly gravelly CLAY/SILT with much dark brown/black iron staining/speckling. Gravel is fine and medium subangular sandstone, siltstone and ironstone.... 'raft' (large boulder size fragment) of weak grey/green-brown very closely fractured moderately weathered siltstone in western end of excavation between 0.70m and 2.65m depth, embedded in sides and impenetrable with excavator. Medium dense slightly moist brown, grey-brown and locally orange-brown clayey/silty slightly sandy GRAVEL. Gravel is fine, medium and locally coarse angular to subangular flat/elongate siltstone. Weathered GLACIAL TILL (coarse-grained) Stiff pale grey-brown thickly laminated slightly sandy slightly gravelly CLAY/SILT with very closely spaced silt/fine sand horizons. Gravel is fine and medium subangular flat/elongate siltstone and sandstone. GLACIAL TILL (fine-grained) Firm thickly interlaminated pale pink-brown silty plastic CLAY, grey/green-brown sandy (fine) silt, and very moist-wet dark brown and locally yellow/orange mottled silt. Silt horizons subject to severe softening immediately upon excavation. GLACIAL TILL (fine-grained) 3.00 B5 (0.75) 3.40 93.00... becoming very moist to wet throughout below 3.20m depth, subject to extensive softening immediately upon excavation. Slow inflow from 3.20m depth, water accumulating slowly in base of open excavation. Trial pit terminated at 3.40m depth upon intercepting groundwater inflow, to enable soakaway test to be undertaken above saturated soil zone. Groundwater Observations Strike Flow Rate Remarks 3.20 Slow inflow. Shoring/Support: none Side Stability: Trial pit sides remained generally stable during excavation and prior to backfilling. 0.65 B General Remarks 1. All dimensions are in metres unless otherwise stated. 2. Exploratory hole set out at proposed soakaway location by hand-held GPS, accurate to within 3m. National Grid co-ordinates shown relate to approximate centre of exploratory hole. Elevation is interpolated from contours shown on survey drawing. Location shown relative to existing and proposed site layout on Figures 2 and 3 respectively. 3. All descriptions of consistency, strength and relative density are based on field observations and results of in-situ and laboratory tests, where applicable. 4. In-situ soakaway test conducted within trial pit (see test results, Appendix G). Following completion of test, exploratory hole backfilled with excavated arisings and excavated topsoil/turf replaced over backfilled position to allow re-establishment. 3.65 A C D
Ground Investigation (Wales) Ltd.. 6 New Mill Court, Enterprise Park, Swansea, SA7 9FG. TEL: 01792 411013, FAX: 01792 411014, EMAIL: wales@ground-investigation.com Ground Investigation Site: Land adj. Village Green, Templeton Client: JE Construction Limited Job No: 986-01 SAMPLES & IN-SITU TESTS Type Results / Remarks / No 0.20 D1 0.35 IV peak=70kpa 0.45 B2 0.55 IV peak=34,36,37kpa 0.85 IV peak=40,43,50kpa 1.00 B3 1.30 D4 Trial Pit Record Method/Plant Used: 5-tonne tracked excavator (Case CX50B) Start date: 11/08/12 End Date: 11/08/12 Logged By: MW Easting: 211,264.00 Northing: 211,532.00 Elevation: 98.700 W at STRATA e r Legend R.L. 0.15 98.55 (0.18) 0.33 98.37 (0.20) 0.53 98.17 (0.50) 1.03 97.67 (0.17) 1.20 97.50 1.35 97.35 Description Hole ID TP4 Sheet 1 of 1 (0.00m-4.10m) All dimensions in metres Scale 1:21 Grass over TOPSOIL comprising slightly moist grey-brown very closely fissured slightly sandy slightly gravelly clay/silt with frequent thin roots. Gravel is fine and medium subangular flat/elongate siltstone. EXISTING SURFACE MATERIALS Soft-to-firm slightly moist brown slightly sandy slightly gravelly SILT with occasional thin roots. Gravel is fine and medium subangular flat/elongate siltstone. Undifferentiated SUPERFICIAL DEPOSITS Medium dense slightly moist brown and locally yellow/orange-brown very clayey/silty slightly sandy GRAVEL with occasional orange-brown silty sand lenses/pockets. Gravel is fine to coarse angular to subangular flat/tabular/elongate siltstone. Weathered GLACIAL TILL (coarse-grained)... becoming very moist, increasingly clayey/silty below 0.42m depth. Fine soil fraction is classified as clay of intermediate plasticity. Soft-to-firm slightly moist brown and orange-brown mottled/speckled slightly sandy slightly gravelly SILT of high plasticity. Gravel is fine and medium subangular elongate and locally blocky siltstone.... proportion of gravel fraction reducing below 0.73m depth. Weak grey/green-brown very closely fractured SILTSTONE. Discontinuities are moderately open, brown and orange-brown stained and infilled with green-grey/brown silt/sand. Moderate excavation, recovered as slightly silty/sandy angular elongate gravel size fragments. Moderately weathered MILFORD HAVEN GROUP BEDROCK Weak to medium strong green-grey/brown thickly laminated to very thinly bedded SILTSTONE. Bedding aligned horizontal, discontinuities are planar, tight with slight moisture and orange-brown speckling/staining. Very difficult excavation, individual beds ripped with some effort from upper surface. Slightly weathered MILFORD HAVEN GROUP BEDROCK Trial pit terminated at 1.35m depth upon refusal on impenetrable bedrock stratum. Groundwater Observations Strike Flow Rate Remarks Shoring/Support: none Side Stability: Trial pit sides remained generally stable during excavation and prior to backfilling. 0.65 B General Remarks 1. All dimensions are in metres unless otherwise stated. 2. Exploratory hole set out by hand-held GPS, accurate to within 3m. National Grid co-ordinates shown relate to approximate centre of exploratory hole. Elevation is interpolated from contours shown on survey drawing. Location shown relative to existing and proposed site layout on Figures 2 and 3 respectively. 3. All descriptions of consistency, strength and relative density are based on field observations and results of in-situ and laboratory tests, where applicable. 4. Exporatory hole backfilled with excavated arisings upon completion, with excavated topsoil/turf replaced over backfilled position to allow re-establishment. 2.40 A C D
Ground Investigation (Wales) Ltd.. 6 New Mill Court, Enterprise Park, Swansea, SA7 9FG. TEL: 01792 411013, FAX: 01792 411014, EMAIL: wales@ground-investigation.com Ground Investigation Site: Land adj. Village Green, Templeton Client: JE Construction Limited Job No: 986-01 SAMPLES & IN-SITU TESTS Type Results / Remarks / No 0.15 D1 0.50 B2 0.70 B3 0.70 IV peak=68,72,81kpa 0.85 IV peak=42,50,59kpa 0.90 D4 1.00 IV peak=72,79,80kpa 1.20 M 6,18/21,28,26,56/ 1.30 B5 1.80 B6 2.50 D7 Trial Pit Record Method/Plant Used: 5-tonne tracked excavator (Case CX50B) Start date: 11/08/12 End Date: 11/08/12 Logged By: MW Easting: 211,194.00 Northing: 211,528.00 Elevation: 98.800 W at STRATA e r Legend R.L. (0.19) 0.19 98.61 (0.21) 0.40 98.40 (0.18) 0.58 98.22 (0.37) 0.95 97.85 (0.70) 1.65 97.15 (0.40) 2.05 96.75 (0.40) 2.45 96.35 Description Hole ID TP5 Sheet 1 of 1 (0.00m-4.10m) All dimensions in metres Scale 1:21 Grass over TOPSOIL comprising brown extremely closely fissured slightly sandy slightly gravelly clay/silt with occasional thin roots. Gravel is fine subangular sandstone and siltstone. EXISTING SURFACE MATERIALS Soft-to-firm brown slightly gravelly CLAY/SILT with occasional thin roots. Gravel is fine and medium subangular flat/elongate siltstone. Undifferentiated SUPERFICIAL DEPOSITS Firm pale brown slightly gravelly CLAY of intermediate plasticity with occasional irregular grey-brown veining. Gravel is fine and medium subrounded to subangular sandstone and siltstone. Firm pale grey-brown and locally brown mottled/veined slightly gravelly CLAY with rare thin roots. Gravel is fine and medium subrounded to subangular sandstone and siltstone.... impersistent horizon of soft-to-firm brown and locally yellow-brown mottled slightly sandy slightly gravelly clay/silt at 0.82-0.95m depth. Firm-to-stiff orange-brown and locally brown mottled/speckled slightly sandy slightly gravelly CLAY of intermediate plasticity with frequent inclusions of pale grey/grey-brown sandy gravelly silt. Gravel is fine to coarse subrounded to subangular locally elongate calcareous sandstone/siltstone. Medium dense pale brown/orange-brown slightly silty to silty sandy slightly cobbly GRAVEL. Gravel and cobbles are angular blocky/elongate siltstone (weak), often dark brown/orange/black iron stained. GLACIAL TILL (coarse-grained) Weak pale brown and orange-brown very closely fractured SILTSTONE. Discontinuities are open, dark brown/orange/black iron stained and infilled with slightly sandy (fine) silt. Moderate excavation, recovered as slightly silty/sandy cobbly gravel size angular/blocky fragments. Highly weathered MILFORD HAVEN GROUP BEDROCK Weak green-grey very thinly bedded very closely fractured SILTSTONE. Bedding aligned subhorizontal, discontinuities are planar, rough/rippled, dark brown/black iron stained and infilled with brown/green-brown silt/fine sand. Difficult excavation, recovered as slightly silty/sandy gravel and cobble size angular elongate/blocky fragments. Moderately weathered MILFORD HAVEN GROUP BEDROCK (0.75) 3.20 95.60 Trial pit terminated at 3.20m depth. Groundwater Observations Strike Flow Rate Remarks Shoring/Support: none Side Stability: Trial pit sides remained generally stable during excavation and prior to backfilling. 0.65 B General Remarks 1. All dimensions are in metres unless otherwise stated. 2. Exploratory hole set out by hand-held GPS, accurate to within 3m. National Grid co-ordinates shown relate to approximate centre of exploratory hole. Elevation is interpolated from contours shown on survey drawing. Location shown relative to existing and proposed site layout on Figures 2 and 3 respectively. 3. All descriptions of consistency, strength and relative density are based on field observations and results of in-situ and laboratory tests, where applicable. 4. Exporatory hole backfilled with excavated arisings upon completion, with excavated topsoil/turf replaced over backfilled position to allow re-establishment. 3.50 A C D
Ground Investigation (Wales) Ltd.. 6 New Mill Court, Enterprise Park, Swansea, SA7 9FG. TEL: 01792 411013, FAX: 01792 411014, EMAIL: wales@ground-investigation.com Ground Investigation Site: Land adj. Village Green, Templeton Client: JE Construction Limited Job No: 986-01 SAMPLES & IN-SITU TESTS Type Results / Remarks / No 0.20 D1 0.50 B2 0.50 IV peak=36,41,44kpa 0.70 IV peak=51kpa 0.90 B3 0.95 IV peak=34,39kpa 1.20 IV peak=60,61,62kpa 2.00 B4 2.50 B5 Trial Pit Record Method/Plant Used: 5-tonne tracked excavator (Case CX50B) Start date: 11/08/12 End Date: 11/08/12 Logged By: MW Easting: 211,214.00 Northing: 211,562.00 Elevation: 101.500 W at STRATA e r Legend R.L. (0.18) 0.18 101.32 (0.24) 0.42 101.08 (0.23) 0.65 100.85 (0.40) 1.05 100.45 (0.70) 1.75 99.75 (0.45) 2.20 99.30 (0.55) 2.75 98.75 (0.35) 3.10 98.40 Description Grass over TOPSOIL comprising brown extremely closely fissured slightly sandy clay/silt with occasional thin roots. EXISTING SURFACE MATERIALS Soft-to-firm brown slightly gravelly CLAY/SILT with occasional thin roots. Gravel is fine and medium subangular elongate siltstone. Undifferentiated SUPERFICIAL DEPOSITS Soft-to-firm slightly moist pale brown slightly sandy slightly gravelly CLAY of intermediate plasticity. Sand is fine, gravel is fine subrounded to subangular siltstone. Firm slightly moist brown and locally pale grey-brown slightly sandy gravelly CLAY of intermediate plasticity. Gravel is fine to coarse subrounded to subangular locally elongate siltstone and sandstone.... locally soft, moist below 0.95m depth with laterally impersistent pale yellow-brown horizons. Firm slightly moist yellow/orange-brown slightly sandy slightly gravelly CLAY/SILT. Gravel is fine and medium subrounded to subangular siltstone and sandstone. Medium dense pale yellow/orange-brown silty sandy to very sandy slightly cobbly GRAVEL with occasional pockets of firm-to-stiff slightly sandy (fine) plastic clay. Gravel and cobbles are angular flat/elongate/blocky siltstone, locally with dark brown/black iron staining. GLACIAL TILL (coarse-grained)... becoming slightly moist below 1.90m depth. Weak green-brown very thinly bedded very closely fractured SILTSTONE. Bedding aligned subhorizontal, discontinuities are moderately open, dark brown/black iron stained and infilled with brown and green-brown silt/fine sand. Moderate excavation, recovered as slightly silty/sandy cobbly gravel size angular elongate/blocky fragments. Moderately weathered MILFORD HAVEN GROUP BEDROCK Very weak brown, grey-brown and yellow-brown thickly laminated very closely fractured SILTSTONE. Discontinuities are moderately open, dark brown/black iron stained and infilled with moist brown/orange-brown silt/fine sand. Readily excavated and recovered as silty sandy gravel size angular elongate fragments. Highly weathered MILFORD HAVEN GROUP BEDROCK Trial pit terminated at 3.10m depth. Hole ID TP6 Sheet 1 of 1 (0.00m-4.10m) All dimensions in metres Scale 1:21 Groundwater Observations Strike Flow Rate Remarks Shoring/Support: none Side Stability: Trial pit sides remained generally stable to 2.20m depth. Slight overbreak of sides between 2.20m and 2.75m with repeated excavation through fractured bedrock stratum. 0.65 B General Remarks 1. All dimensions are in metres unless otherwise stated. 2. Exploratory hole set out by hand-held GPS, accurate to within 3m. National Grid co-ordinates shown relate to approximate centre of exploratory hole. Elevation is interpolated from contours shown on survey drawing. Location shown relative to existing and proposed site layout on Figures 2 and 3 respectively. 3. All descriptions of consistency, strength and relative density are based on field observations and results of in-situ and laboratory tests, where applicable. 4. Exporatory hole backfilled with excavated arisings upon completion, with excavated topsoil/turf replaced over backfilled position to allow re-establishment. 3.30 A C D
Ground Investigation (Wales) Ltd.. 6 New Mill Court, Enterprise Park, Swansea, SA7 9FG. TEL: 01792 411013, FAX: 01792 411014, EMAIL: wales@ground-investigation.com Ground Investigation Site: Land adj. Village Green, Templeton Client: JE Construction Limited Job No: 986-01 SAMPLES & IN-SITU TESTS Type Results / Remarks / No 0.30 D1 0.50 D2 0.80 B3 1.00 B4 1.00 IV peak=48,55,56kpa 1.20 IV peak=34,46,48kpa 1.50 IV peak=34,38,47kpa 1.70 B5 1.70 IV peak=59,68,71kpa 3.00 B6 Trial Pit Record Method/Plant Used: 5-tonne tracked excavator (Case CX50B) Start date: 11/08/12 End Date: 11/08/12 Logged By: MW Easting: 211,169.00 Northing: 211,562.00 Elevation: 101.250 W at STRATA e r Legend R.L. (0.23) 0.23 101.02 (0.17) 0.40 100.85 (0.33) 0.73 100.52 (0.17) 0.90 100.35 (0.75) 1.65 99.60 (1.10) 2.75 98.50 Description Grass over TOPSOIL comprising brown extremely closely fissured slightly gravelly clay/silt with frequent thin roots. Gravel is fine and medium subrounded to subangular siltstone. EXISTING SURFACE MATERIALS Soft-to-firm grey-brown locally closely fissured slightly gravelly CLAY/SILT with occasional thin roots. Gravel is fine and medium subangular sandstone and siltstone. Undifferentiated SUPERFICIAL DEPOSITS Firm pale brown slightly gravelly SILT with frequent irregular grey-brown veining. Gravel is fine and medium subrounded to subangular sandstone and siltstone. Firm-to-stiff pale grey-brown and locally orange-brown mottled slightly sandy gravelly slightly cobbly CLAY/SILT. Gravel and cobbles are angular to subangular flat/elongate siltstone. Firm dark grey-brown slightly gravelly CLAY/SILT with frequent pockets of pale brown/yellow-brown plastic clay. Gravel is fine and medium subangular flat/elongate siltstone.... becoming locally soft and increasingly sandy below 1.20m depth. Hole ID TP7 Sheet 1 of 1 (0.00m-4.10m) All dimensions in metres Scale 1:21 Firm pale brown and yellow/orange-brown thickly laminated slightly sandy slightly gravelly slightly cobbly CLAY. Gravel and cobbles are angular to subangular often flat/elongate/blocky siltstone with dark brown/orange iron staining. GLACIAL TILL (fine-grained)... laterally impersistent thin horizon of firm dark brown slightly gravelly clay/silt at 2.00-2.20m depth. Medium dense pale brown and orange-brown mottled very clayey/silty slightly sandy slightly cobbly GRAVEL. Gravel and cobbles are angular to subangular flat/elongate/blocky siltstone, locally with dark brown/black iron staining. GLACIAL TILL (coarse-grained) (0.85) 3.60 97.65 (0.30) 3.90 97.35 Very weak brown extremely closely fractured SILTSTONE. Discontinuities are open and infilled with brown/orange-brown silt/fine sand. Readily excavated and recovered as silty sandy gravel size angular elongate fragments. Highly weathered MILFORD HAVEN GROUP BEDROCK... trial pit remained dry during excavation. Very slow inflow to base 1-2 minutes after completion. Trial pit terminated at 3.90m depth. Groundwater Observations Strike Flow Rate Remarks 3.90 Very slow inflow. Shoring/Support: none Side Stability: Trial pit sides remained generally stable during excavation and prior to backfilling. 0.65 B General Remarks 1. All dimensions are in metres unless otherwise stated. 2. Exploratory hole set out by hand-held GPS, accurate to within 3m. National Grid co-ordinates shown relate to approximate centre of exploratory hole. Elevation is interpolated from contours shown on survey drawing. Location shown relative to existing and proposed site layout on Figures 2 and 3 respectively. 3. All descriptions of consistency, strength and relative density are based on field observations and results of in-situ and laboratory tests, where applicable. 4. Exporatory hole backfilled with excavated arisings upon completion, with excavated topsoil/turf replaced over backfilled position to allow re-establishment. 3.80 A C D
Ground Investigation (Wales) Ltd.. 6 New Mill Court, Enterprise Park, Swansea, SA7 9FG. TEL: 01792 411013, FAX: 01792 411014, EMAIL: wales@ground-investigation.com Ground Investigation Site: Land adj. Village Green, Templeton Client: JE Construction Limited Job No: 986-01 SAMPLES & IN-SITU TESTS Type Results / Remarks / No 0.25 D1 0.45 D2 0.50 IV peak=61,62kpa 0.60 IV peak=92kpa 0.70 B3 1.20 IV peak=62,73kpa 1.60 B4 2.20 IV peak=84kpa 2.50 B5 Trial Pit Record Method/Plant Used: 5-tonne tracked excavator (Case CX50B) Start date: 11/08/12 End Date: 11/08/12 Logged By: MW Easting: 211,119.00 Northing: 211,590.00 Elevation: 101.000 W at STRATA e r Legend R.L. (0.20) 0.20 100.80 (0.23) 0.43 100.57 0.55 100.45 (0.60) 1.15 99.85 (0.80) 1.95 99.05 (1.20) Description Hole ID TP8 Sheet 1 of 1 (0.00m-4.10m) All dimensions in metres Scale 1:21 Grass over TOPSOIL comprising brown extremely closely fissured slightly gravelly clay/silt with frequent roots up to 5mm in diameter. Gravel is fine and medium subrounded to subangular siltstone. EXISTING SURFACE MATERIALS Firm, locally friable brown slightly sandy slightly gravelly CLAY/SILT with occasional roots up to 5mm in diameter. Gravel is fine and medium subangular flat/elongate siltstone. Undifferentiated SUPERFICIAL DEPOSITS Firm brown slightly sandy slightly gravelly SILT. Gravel is fine and medium subrounded to subangular siltstone. Firm-to-stiff pale brown and orange-brown mottled slightly sandy slightly gravelly CLAY/SILT with occasional dark brown/black iron staining and sandy inclusions. Gravel is fine and medium subangular siltstone and ironstone.... with very closely spaced lenses/horizons of pale yellow/orange-brown and pale grey silty slightly gravelly/cobbly fine sand below 0.90m depth. Gravel and cobbles are subangular blocky calcareous sandstone (weak). Firm slightly moist pale brown and orange-brown sandy CLAY with frequent black iron speckling and lenses/ horizons of silty fine sand.... with frequent inclusions of pale yellow/orange-brown and pale grey mottled silty slightly gravelly/cobbly fine sand below 1.55m depth. Gravel and cobbles are angular to subangular blocky calcareous sandstone (weak). Firm-to-stiff slightly moist pale brown, yellow/orange-brown and red-brown mottled and locally laminated slightly sandy slightly gravelly slightly cobbly CLAY of intermediate plasticity with very closely spaced silty fine sand lenses/inclusions. Gravel is fine to coarse subrounded to angular locally blocky/elongate siltstone, cobbles are angular to subangular blocky calcareous sandstone (weak). GLACIAL TILL (fine-grained) 3.50 IV peak=86kpa 3.15 97.85 (0.35) 3.50 97.50 Firm-to-stiff slightly moist orange-brown and green-grey/brown sandy slightly gravelly CLAY with occasional pink/red-brown mottling. Gravel is fine to coarse subrounded to subangular siltstone and occasional angular flat/blocky calcareous sandstone (weak). GLACIAL TILL (fine-grained) Trial pit terminated at 3.50m depth. Groundwater Observations Strike Flow Rate Remarks Shoring/Support: none Side Stability: Trial pit sides remained generally stable during excavation and prior to backfilling. 0.65 B General Remarks 1. All dimensions are in metres unless otherwise stated. 2. Exploratory hole set out by hand-held GPS, accurate to within 3m. National Grid co-ordinates shown relate to approximate centre of exploratory hole. Elevation is interpolated from contours shown on survey drawing. Location shown relative to existing and proposed site layout on Figures 2 and 3 respectively. 3. All descriptions of consistency, strength and relative density are based on field observations and results of in-situ and laboratory tests, where applicable. 4. Exporatory hole backfilled with excavated arisings upon completion, with excavated topsoil/turf replaced over backfilled position to allow re-establishment. 3.45 A C D
Ground Investigation (Wales) Ltd.. 6 New Mill Court, Enterprise Park, Swansea, SA7 9FG. TEL: 01792 411013, FAX: 01792 411014, EMAIL: wales@ground-investigation.com Ground Investigation Site: Land adj. Village Green, Templeton Client: JE Construction Limited Job No: 986-01 SAMPLES & IN-SITU TESTS Type Results / Remarks / No 0.20 D1 0.60 0.60 D2 IV 0.60 D2 0.60 IV 0.80 B3 peak=46,49kpa peak=46,49kpa 0.95 M 6,12/33,50 for 10mm (refusal) 1.25 D4 Trial Pit Record Method/Plant Used: 5-tonne tracked excavator (Case CX50B) Start date: 11/08/12 End Date: 11/08/12 Logged By: MW Easting: 211,227.00 Northing: 211,581.00 Elevation: 103.300 W at STRATA e r Legend R.L. (0.16) 0.16 103.14 (0.36) 0.52 102.78 (0.26) 0.78 102.52 (0.42) 1.20 102.10 (0.35) 1.55 101.75 (0.25) 1.80 101.50 Description Hole ID TP9 Sheet 1 of 1 (0.00m-4.10m) All dimensions in metres Scale 1:21 Grass over TOPSOIL comprising brown extremely closely fissured slightly gravelly clay/silt with frequent thin roots. Gravel is fine and medium subrounded to subangular siltstone. EXISTING SURFACE MATERIALS Soft-to-firm brown slightly sandy slightly gravelly CLAY/SILT with occasional thin roots and occasional yellow-brown sand inclusions. Gravel is fine and medium subrounded to subangular siltstone and occasional calcareous sandstone (weak). Undifferentiated SUPERFICIAL DEPOSITS Soft-to-firm slightly moist pale brown slightly sandy slightly gravelly SILT with occasional irregular grey-brown veining. Gravel is fine and medium subrounded to subangular siltstone. Medium dense slightly moist pale grey-brown very clayey/silty very sandy GRAVEL. Gravel is fine, medium and locally coarse subangular flat/elongate siltstone. GLACIAL TILL (coarse-grained) Weak brown and green-brown extremely closely to very closely fractured structureless SILTSTONE. Discontinuities are open, pale brown, orange-brown and pale grey stained, and infilled with moist pale brown silt/fine sand. Moderate excavation, recovered as slightly silty/sandy cobbly gravel size angular flat/elongate fragments. Highly weathered MILFORD HAVEN GROUP BEDROCK Weak to medium strong green-brown very closely fractured SILTSTONE. Bedding aligned subhorizontal, discontinuities are tight to moderately open, pale brown, yellow-brown, pale grey and black (iron) stained, and occasionally infilled with moist pale brown silt/fine sand. Very difficult excavation, individual beds ripped with some effort from upper surface. Slightly weathered MILFORD HAVEN GROUP BEDROCK Trial pit terminated at 1.80m depth upon refusal on impenetrable bedrock stratum. Groundwater Observations Strike Flow Rate Remarks Shoring/Support: none Side Stability: Trial pit sides remained generally stable to 1.20m depth. Slight overbreak of sides below 1.20m with repeated excavation through fractured bedrock stratum. 0.65 B General Remarks 1. All dimensions are in metres unless otherwise stated. 2. Exploratory hole set out by hand-held GPS, accurate to within 3m. National Grid co-ordinates shown relate to approximate centre of exploratory hole. Elevation is interpolated from contours shown on survey drawing. Location shown relative to existing and proposed site layout on Figures 2 and 3 respectively. 3. All descriptions of consistency, strength and relative density are based on field observations and results of in-situ and laboratory tests, where applicable. 4. Exporatory hole backfilled with excavated arisings upon completion, with excavated topsoil/turf replaced over backfilled position to allow re-establishment. 2.95 A C D
Ground Investigation (Wales) Ltd.. 6 New Mill Court, Enterprise Park, Swansea, SA7 9FG. TEL: 01792 411013, FAX: 01792 411014, EMAIL: wales@ground-investigation.com Ground Investigation Site: Land adj. Village Green, Templeton Client: JE Construction Limited Job No: 986-01 SAMPLES & IN-SITU TESTS Type Results / Remarks / No 0.20 D1 0.50 B2 0.80 B3 1.00 D4 Trial Pit Record Method/Plant Used: 5-tonne tracked excavator (Case CX50B) Start date: 11/08/12 End Date: 11/08/12 Logged By: MW Easting: 211,279.00 Northing: 211,559.00 Elevation: 101.300 W at STRATA e r Legend R.L. 0.10 101.20 0.24 101.06 (0.49) 0.73 100.57 (0.25) 0.98 100.32 1.10 100.20 (0.45) 1.55 99.75 (0.50) 2.05 99.25 2.15 99.15 Description Hole ID TP10 Sheet 1 of 1 (0.00m-4.10m) All dimensions in metres Scale 1:21 Grass over TOPSOIL comprising brown extremely closely fissured slightly gravelly clay/silt with frequent thin roots. Gravel is fine and medium subrounded to subangular siltstone. EXISTING SURFACE MATERIALS Soft-to-firm brown slightly sandy slightly gravelly CLAY/SILT with occasional thin roots. Gravel is fine and medium subrounded to subangular siltstone. Undifferentiated SUPERFICIAL DEPOSITS Firm slightly moist brown slightly sandy slightly gravelly locally slightly cobbly SILT with occasional thin roots and yellow-brown sand inclusions. Gravel and cobbles are subrounded to subangular locally elongate siltstone. Medium dense slightly moist brown and locally dark brown mottled very clayey/silty sandy GRAVEL, locally grading to firm slightly sandy gravelly clay/silt. Fine soil fraction is non-plastic, gravel is fine to coarse subrounded to subangular locally elongate siltstone. Weathered GLACIAL TILL (coarse-grained) Medium dense pale-mid brown clayey/silty slightly sandy slightly cobbly GRAVEL. Gravel and cobbles are angular to subangular elongate/blocky siltstone, often with pale grey/yellow-brown discolouration and dark brown iron staining. GLACIAL TILL (coarse-grained) Weak green-brown very closely fractured SILTSTONE. Discontinuities are moderately open, dark brown/black iron stained and infilled with brown/green-brown silt/fine sand. Moderate to difficult excavation, recovered as slightly silty/sandy cobbly gravel size angular blocky/elonate fragments. Moderately weathered MILFORD HAVEN GROUP BEDROCK Weak pale grey and orange-brown veined very closely fractured structureless calcareous SILTSTONE. Discontinuities are moderately open, brown and dark brown (iron) stained and infilled with brown silt/fine sand. Moderate excavation, recovered as slightly silty/sandy cobbly gravel size elongate/blocky fragments. Moderately weathered MILFORD HAVEN GROUP BEDROCK Weak to medium strong green-grey/brown very thinly bedded SILTSTONE. Bedding aligned subhorizontal, discondinuities are planar, tight with occasional brown/dark brown staining. Very difficult excavation, individual beds ripped with some effort from upper surface. Slightly weathered MILFORD HAVEN GROUP BEDROCK Trial pit terminated at 2.15m depth upon refusal on impenetrable bedrock stratum. Groundwater Observations Strike Flow Rate Remarks Shoring/Support: none Side Stability: Trial pit sides remained generally stable to 1.10m depth. Slight overbreak of sides below 1.10m with repeated excavation through fractured bedrock stratum. 0.65 B General Remarks 1. All dimensions are in metres unless otherwise stated. 2. Exploratory hole set out by hand-held GPS, accurate to within 3m. National Grid co-ordinates shown relate to approximate centre of exploratory hole. Elevation is interpolated from contours shown on survey drawing. Location shown relative to existing and proposed site layout on Figures 2 and 3 respectively. 3. All descriptions of consistency, strength and relative density are based on field observations and results of in-situ and laboratory tests, where applicable. 4. Exporatory hole backfilled with excavated arisings upon completion, with excavated topsoil/turf replaced over backfilled position to allow re-establishment. 3.00 A C D
APPENDIX F Trial Pit Photographs
Ground Investigation 6 New Mill Court, Enterprise Park, Swansea. SA7 9FG TEL 01792 411013 FAX 01792 411014 EMAIL wales@ground-investigation.com Land adjacent to Village Green, Templeton Trial Pit Photographs TP1 TP1: View of completed excavation, which extended to 3.70m depth through a succession of fine- and coarse-grained Glacial Till strata. TP1: Close-up view of encountered strata sequence. Report.986-01.0.Appendix F.trial pit photographs.doc 1/20
Ground Investigation 6 New Mill Court, Enterprise Park, Swansea. SA7 9FG TEL 01792 411013 FAX 01792 411014 EMAIL wales@ground-investigation.com Land adjacent to Village Green, Templeton Trial Pit Photographs TP1 TP1: View of excavated arisings. Report.986-01.0.Appendix F.trial pit photographs.doc 2/20
Ground Investigation 6 New Mill Court, Enterprise Park, Swansea. SA7 9FG TEL 01792 411013 FAX 01792 411014 EMAIL wales@ground-investigation.com Land adjacent to Village Green, Templeton Trial Pit Photographs TP2 TP2: General view of trial pit, showing location near to boundary in elevated northern part of site. TP2: View of completed excavation, which extended through a succession of fine- and coarse-grained Glacial Till strata to refusal upon weathered bedrock at 2.85m depth. Report.986-01.0.Appendix F.trial pit photographs.doc 3/20
Ground Investigation 6 New Mill Court, Enterprise Park, Swansea. SA7 9FG TEL 01792 411013 FAX 01792 411014 EMAIL wales@ground-investigation.com Land adjacent to Village Green, Templeton Trial Pit Photographs TP2 TP2: Close-up view of encountered strata sequence. TP2: View of excavated arisings. In right foreground are blocky/elongate gravel and cobble size fragments resulting from excavation of basal bedrock stratum. Report.986-01.0.Appendix F.trial pit photographs.doc 4/20
Ground Investigation 6 New Mill Court, Enterprise Park, Swansea. SA7 9FG TEL 01792 411013 FAX 01792 411014 EMAIL wales@ground-investigation.com Land adjacent to Village Green, Templeton Trial Pit Photographs TP3 TP3: General view of trial pit, showing location near to boundary in lowest-lying south-eastern part of site. TP3: View of completed excavation, which extended to 3.40m depth through a succession of fine- and coarse-grained Glacial Till strata. Report.986-01.0.Appendix F.trial pit photographs.doc 5/20
Ground Investigation 6 New Mill Court, Enterprise Park, Swansea. SA7 9FG TEL 01792 411013 FAX 01792 411014 EMAIL wales@ground-investigation.com Land adjacent to Village Green, Templeton Trial Pit Photographs TP3 TP3: Close-up view of encountered strata sequence. Just visible in left of view is large raft of detached rock material encountered between 0.70m and 2.65m depth. Also visible is groundwater accumulating in base from inflow at 3.20m depth. TP3: View of excavated arisings. Report.986-01.0.Appendix F.trial pit photographs.doc 6/20
Ground Investigation 6 New Mill Court, Enterprise Park, Swansea. SA7 9FG TEL 01792 411013 FAX 01792 411014 EMAIL wales@ground-investigation.com Land adjacent to Village Green, Templeton Trial Pit Photographs TP4 TP4: View of completed excavation, which terminated upon impenetrable bedrock horizon at 1.35m depth. TP4: Close-up view of basal part of excavation, showing horizontal bedding within encountered bedrock stratum. Report.986-01.0.Appendix F.trial pit photographs.doc 7/20
Ground Investigation 6 New Mill Court, Enterprise Park, Swansea. SA7 9FG TEL 01792 411013 FAX 01792 411014 EMAIL wales@ground-investigation.com Land adjacent to Village Green, Templeton Trial Pit Photographs TP4 TP4: View of excavated arisings. In centre and right foreground are elongate gravel and cobble size fragments resulting from excavation of basal bedrock stratum Report.986-01.0.Appendix F.trial pit photographs.doc 8/20
Ground Investigation 6 New Mill Court, Enterprise Park, Swansea. SA7 9FG TEL 01792 411013 FAX 01792 411014 EMAIL wales@ground-investigation.com Land adjacent to Village Green, Templeton Trial Pit Photographs TP5 TP5: View of completed excavation, which extended through a succession of fine- and coarse-grained Glacial Till strata to refusal upon weathered bedrock at 3.20m depth. TP5: Close-up view of encountered strata sequence. Report.986-01.0.Appendix F.trial pit photographs.doc 9/20
Ground Investigation 6 New Mill Court, Enterprise Park, Swansea. SA7 9FG TEL 01792 411013 FAX 01792 411014 EMAIL wales@ground-investigation.com Land adjacent to Village Green, Templeton Trial Pit Photographs TP5 TP5: View of excavated arisings. Report.986-01.0.Appendix F.trial pit photographs.doc 10/20
Ground Investigation 6 New Mill Court, Enterprise Park, Swansea. SA7 9FG TEL 01792 411013 FAX 01792 411014 EMAIL wales@ground-investigation.com Land adjacent to Village Green, Templeton Trial Pit Photographs TP6 TP6: View of completed excavation, which extended through a succession of fine- and coarse-grained Glacial Till strata to refusal upon weathered bedrock at 3.10m depth. TP6: Close-up view of encountered strata sequence. Report.986-01.0.Appendix F.trial pit photographs.doc 11/20