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Site Investigation and Drainage Report Content Site Investigation and Drainage Report Site Holy Trinity Church Church Road Potten End Berkhamsted HP4 2QY Ref: L/019/58338/S Client Ecclesiastical Insurance Group c/o GHG Date 23.10.19 Our Ref 11053 Chelmer Global Ltd Unit 7 Hall Road Industrial Estate, Hall Road, Southminster, Essex CM0 7DA Essex: 01245 400930 | [email protected] | www.siteinvestigations.co.uk SITE INVESTIGATION AND DRAINAGE REPORT CONTENT 1.0 SITE PLAN 2.0 TRIAL PIT/BOREHOLE LOGS 3.0 GEOTECHNICAL SOIL TESTING RESULTS 4.0 CCTV DRAINAGE SURVEY AND RECOMMENDATIONS 5.0 REPORT NOTES Chelmer Global Ltd Unit 7 Hall Road Industrial Estate, Hall Road, Southminster, Essex CM0 7DA Essex: 01245 400930 | [email protected] | www.siteinvestigations.co.uk Site: Client: Identification: Holy Trinity Church, Church Road, Potten End, Ecclesiastical Insurance Group c/o GHG Berkhamsted HP4 2QY SP Contract Number: Date: Logged By: Checked by: Drawn by: 11053 23.10.19 PE ME DE Sheet 1 of 1 Sketch Site Plan Easting: Northing: Ground Level: Plan: Weather: Scale: ND ND ND ND Overcast NTS EXTENSION SINGLE STOREY HOLY TRINITY CHURCH RWP RWP SHRUB (Ht.1m) G G TP/BH2 TP/BH1 7m 6m YEWS (Ht.3m) YEW (Ht.3m) CONIFER (Ht.10m) ROAD Remarks: On site tree identification for guidance only. Not authenticated. Key: TP/BH All dimension in metres. ND NTS RWP G No Data Not to Scale Trial Pit and Tree/Shrub Rainwater Pipe Gully Borehole Site: Client: Identification Holy Trinity Church, Church Road, Potten End, Ecclesiastical Insurance Group c/o GHG Berkhamsted HP4 2QY TP/BH1 Contract Number: Date: Logged By: Checked by: Drawn by: 11053 23.10.19 PE ME DE Sheet 1 of 1 Trial Pit / Borehole Easting: Northing: Ground Level: Excavation Method: Weather: Scale: Log ND ND ND Hand Tools Overcast NTS BRICK GL TOPSOIL 40 60 50 200 200 MADE GROUND: Medium compact dark brown 75 sandy gravelly silty clay with numerous concrete and brick fragments. 75 sĂƌŝŽƵƐƌŽŽƚƐŽĨůŝǀĞĂƉƉĞĂƌĂŶĐĞƚŽϳŵŵT͘ 450 CONCRETE AND FLINT FOUNDATION 300 Stiff mid brown orange gravelly silty CLAY with D V 98 110 numerous small flints. ZŽŽƚƐŽĨůŝǀĞĂƉƉĞĂƌĂŶĐĞƚŽϱŵŵT͘ 550 1.00 D V 128 136 Very stiff mid brown orange silty very gravelly CLAY with flints. ZŽŽƚƐŽĨůŝǀĞĂƉƉĞĂƌĂŶĐĞƚŽϮͲϭŵŵT͘ 500 1.50 D V 140+ M TDTD BORHOLE ENDS AT 1.70m TOO DENSE TO HAND AUGER Remarks: Key: No water encountered. ND No Data Borehole 'dry' and 'open' on completion. NTS Not to Scale All dimensions in millimetres. GL Ground Level D Small Disturbed Sample M Mackintosh Probe V Pilcon Vane (kPa) TDTD Too Dense to Drive Site: Client: Identification Holy Trinity Church, Church Road, Potten End, Ecclesiastical Insurance Group c/o GHG Berkhamsted HP4 2QY TP/BH2 Contract Number: Date: Logged By: Checked by: Drawn by: 11053 23.10.19 PE ME DE Sheet 1 of 1 Trial Pit / Borehole Easting: Northing: Ground Level: Excavation Method: Weather: Scale: Log ND ND ND Hand Tools Overcast NTS BRICK GL TOPSOIL 30 65 50 200 200 MADE GROUND: Medium compact dark brown 75 sandy gravelly silty clay with numerous concrete and brick fragments. 75 sĂƌŝŽƵƐƌŽŽƚƐŽĨůŝǀĞĂƉƉĞĂƌĂŶĐĞƚŽϳŵŵT͘ 450 CONCRETE AND FLINT FOUNDATION 300 D V 100 Stiff mid brown orange gravelly silty CLAY with 96 numerous small flints. ZŽŽƚƐŽĨůŝǀĞĂƉƉĞĂƌĂŶĐĞƚŽϱŵŵT͘ 1.00 D V 82 80 850 Very stiff mid brown orange silty very gravelly CLAY with flints. 1.50 D V 140+ V 140+ ZŽŽƚƐŽĨůŝǀĞĂƉƉĞĂƌĂŶĐĞƚŽϮͲϭŵŵT͘ 500 2.00 D V 140+ M TDTD BORHOLE ENDS AT 2.10m TOO DENSE TO HAND AUGER Remarks: Key: No water encountered. ND No Data Borehole 'dry' and 'open' on completion. NTS Not to Scale All dimensions in millimetres. GL Ground Level D Small Disturbed Sample M Mackintosh Probe V Pilcon Vane (kPa) TDTD Too Dense to Drive Laboratory Report Holy Trinity Church Church Road Potten End Site Berkhamsted HP4 2QY Client Ecclesiastical Insurance Group C/o GHG Date 18-Nov-19 Our Ref CSI11053 CGL Ref 11053 Chelmer Global Ltd Unit 7 Hall Road Industrial Estate, Hall Road, Southminster, Essex CM0 7DA Essex: 01245 400930 | [email protected] | www.siteinvestigations.co.uk Content Summary This report contains all test results as indicated on the test instruction/summary. CGL Reference : 11053 Client Reference : CSI11053 For the attention of : Ecclesiastical Insurance Group C/o GHG This report comprises of the following : 1 Cover Page 1 Inside Cover/Contents Page 2 Pages of Results 1 Moisture/Shear Strength Chart 1 Plasticity Chart 1 Limitations of Report Page Notes : General Please refer to report summary notes for details pertaining to methods undertaken and their subsequent accreditations Samples were supplied by Chelmer Global Ltd All tests performed in-house unless otherwise stated Deviant Samples Samples were received in suitable containers Yes A date and time of sampling was provided Yes Arrived damaged and/or denatured No Laboratory Testing Results BS 1377 : 1990 Job Number : 11053 Date Received : 30/10/2019 Client : Ecclesiastical Insurance Group C/o GHG Date Testing Started : 03/11/2019 Client Reference : CSI11053 Date Testing Completed : 18/11/2019 Site Name : Holy Trinity Church Church Road Potten End Berkhamsted HP4 2QY Laboratory Used : Chelmer Geotechnical, CM3 8AB Sample Ref *Soil Faction *Modified Filter Paper Insitu Shear Vane *Sulphate Content (g/l) *Moisture Content *Liquid Limit *Plastic Limit *Plasticity Index *Liquidity Index *Soil Class *Soil Sample Organic Content *pH Value Sample Type > 0.425mm Plasticity Index Contact Time Strength SO SO Depth (%) [ 1 ] (%) [ 3 ] (%) [ 4 ] (%) [ 5 ] (%) [ 5 ] [ 7 ] Suction (kPa) (%) [ 10 ] [ 11 ] 3 4 Class (%) [ 2 ] (%) [ 6 ] (h) [ 8 ] (kPa) [ 9 ] BH/TP/WS (m) UID [ 12 ] [ 13 ] [ 14 ] TPBH1 0.65 0 D 15 11 43 24 19 -0.45 17 CI 0 0 94 0 0.0 0.00 0.00 TPBH1 1.0 0 D 19 7 43 21 22 -0.09 20 CI 0 0 132 0 0.0 0.00 0.00 TPBH1 1.5 0 D 16 13 38 20 18 -0.21 16 CI 0 0 140 0 0.0 0.00 0.00 0 0.0 0 0 0 0 0.00 0 0 0 0 0 0.0 0.00 0.00 0 0.0 0 0 0 0 0.00 0 0 0 0 0 0.0 0.00 0.00 0 0.0 0 0 0 0 0.00 0 0 0 0 0 0.0 0.00 0.00 0 0.0 0 0 0 0 0.00 0 0 0 0 0 0.0 0.00 0.00 0 0.0 0 0 0 0 0.00 0 0 0 0 0 0.0 0.00 0.00 0 0.0 0 0 0 0 0.00 0 0 0 0 0 0.0 0.00 0.00 0 0.0 0 0 0 0 0.00 0 0 0 0 0 0.0 0.00 0.00 0 0.0 0 0 0 0 0.00 0 0 0 0 0 0.0 0.00 0.00 0 0.0 0 0 0 0 0.00 0 0 0 0 0 0.0 0.00 0.00 0 0.0 0 0 0 0 0.00 0 0 0 0 0 0.0 0.00 0.00 Notes :- *UKAS Accredited Tests Key D - Disturbed sample [1] BS 1377 : Part 2 : 1990, Test No 3.2 [7] BS 5930 : 1981 : Figure 31 - Plasticity Chart for the classification of fine soils [12] BS 1377 : Part 3 : 1990, Test No 5.6 B - Bulk sample [2] Estimated if <5%, otherwise measured [8] In-house method S9a adapted from BRE IP 4/93 [13] SO4 = 1.2 x SO3 U - U100 (undisturbed sample) [3] BS 1377 : Part 2 : 1990, Test No 4.4 [9] Values of shear strength were determined in situ by Chelmer Global using a Pilcon hand vane or Geonor vane [14] BRE Special Digest One (Concrete in Aggressive Ground) 2005 (GV). W - Water sample [4] BS 1377 : Part 2 : 1990, Test No 5.3 Note that if the SO4 content falls into the DS-4 or DS-5 class, it would be prudent to consider the sample as falling into the DS-4m or DS-5m class respectively unless water soluble magnesium ENP - Essentially Non-Plastic [5] BS 1377 : Part 2 : 1990, Test No 5.4 [10] BS 1377 : Part 3 : 1990, Test No 4 testing is undertaken to prove otherwise [6] BRE Digest 240 : 1993 [11] BS 1377 : Part 2 : 1990, Test No 9 U/S - Underside Foundation Comments :- Technician :- MW Checked & Authorised By:- Martin Edwards- Chelmer Global Company Director Date Checked :- 03/12/2019 Q170 Rev 5 Chelmer Site Investigations 2014 03/16 Laboratory Testing Results BS 1377 : 1990 Job Number : 11053 Date Received : 30/10/2019 Client : Ecclesiastical Insurance Group C/o GHG Date Testing Started : 03/11/2019 Client Reference : CSI11053 Date Testing Completed : 18/11/2019 Site Name : Holy Trinity Church Church Road Potten End Berkhamsted HP4 2QY Laboratory Used : Chelmer Geotechnical, CM3 8AB Sample Ref *Soil Faction *Modified Filter Paper Insitu Shear Vane *Sulphate Content (g/l) *Moisture Content *Liquid Limit *Plastic Limit *Plasticity Index *Liquidity Index *Soil Class *Soil Sample Organic Content *pH Value Sample Type > 0.425mm Plasticity Index Contact Time Strength SO SO Depth (%) [ 1 ] (%) [ 3 ] (%) [ 4 ] (%) [ 5 ] (%) [ 5 ] [ 7 ] Suction (kPa) (%) [ 10 ] [ 11 ] 3 4 Class (%) [ 2 ] (%) [ 6 ] (h) [ 8 ] (kPa) [ 9 ] BH/TP/WS (m) UID [ 12 ] [ 13 ] [ 14 ] TPBH2 0.65 0 D 21 6 39 19 20 0.10 19 CI 0 0 98 0 0.0 0.00 0.00 TPBH2 1.0 0 D 20 10 42 21 21 -0.04 19 CI 0 0 81 0 0.0 0.00 0.00 TPBH2 1.5 0 D 25 8 52 24 28 0.04 25 CH 0 0 140 0 0.0 0.00 0.00 TPBH2 2.0 0 D 33 10 51 23 28 0.35 25 CH 0 0 140 0 0.0 0.00 0.00 0.00 0.0 0 0 0 0 0.00 0 0 0 0 0 0.0 0.00 0.00 0.00 0.0 0 0 0 0 0.00 0 0 0 0 0 0.0 0.00 0.00 0.00 0.0 0 0 0 0 0.00 0 0 0 0 0 0.0 0.00 0.00 0.00 0.0 0 0 0 0 0.00 0 0 0 0 0 0.0 0.00 0.00 0.00 0.0 0 0 0 0 0.00 0 0 0 0 0 0.0 0.00 0.00 0.00 0.0 0 0 0 0 0.00 0 0 0 0 0 0.0 0.00 0.00 0.00 0.0 0 0 0 0 0.00 0 0 0 0 0 0.0 0.00 0.00 0.00 0.0 0 0 0 0 0.00 0 0 0 0 0 0.0 0.00 0.00 0.00 0.0 0 0 0 0 0.00 0 0 0 0 0 0.0 0.00 0.00 Notes :- *UKAS Accredited Tests Key D - Disturbed sample [1] BS 1377 : Part 2 : 1990, Test No 3.2 [7] BS 5930 : 1981 : Figure 31 - Plasticity Chart for the classification of fine soils [12] BS 1377 : Part 3 : 1990, Test No 5.6 B - Bulk sample [2] Estimated if <5%, otherwise measured [8] In-house method S9a adapted from BRE IP 4/93 [13] SO4 = 1.2 x SO3 U - U100 (undisturbed sample) [3] BS 1377 : Part 2 : 1990, Test No 4.4 [9] Values of shear strength were determined in situ by Chelmer Global using a Pilcon hand vane or Geonor vane [14] BRE Special Digest One (Concrete in Aggressive Ground) 2005 (GV).
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