Desk Study & Ground Investigation Report
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DESK STUDY & GROUND INVESTIGATION REPORT Ford Used Vehicles 245 Finchampstead Road Wokingham RG40 3JS Client: Think Ford Wokingham Engineer: Mason Navarro Pledge J18007 April 2018 Ford Used Vehicles, 245 Finchampstead Road, Wokingham, RG40 3JS Desk Study and Think Ford Wokingham Ground Investigation Report Document Control Ford Used Vehicles, 245 Finchampstead Road, Project title Project ref J18007 Wokingham, RG40 3JS Report prepared by Susie Marley BSc FGS Geotechnical Engineer Report checked by Juliet Fuller Associate Director Approved for issue by Steve Branch BSc MSc CGeol FGS FRGS Managing Director Issue No Status Amendment Details Date Approved for Issue 1 Final 19 April 2018 This report has been issued by the GEA office indicated below. Any enquiries regarding the report should be directed to the office indicated or to Steve Branch in our Herts office. ✓ Hertfordshire tel 01727 824666 [email protected] Nottinghamshire tel 01509 674888 [email protected] Geotechnical & Environmental Associates Limited (GEA) disclaims any responsibility to the Client and others in respect of any matters outside the scope of this work. This report has been prepared with reasonable skill, care and diligence within the terms of the contract with the Client and taking account of the manpower, resources, investigation and testing devoted to it in agreement with the Client. This report is confidential to the Client and GEA accepts no responsibility of whatsoever nature to third parties to whom this report or any part thereof is made known, unless formally agreed beforehand. Any such party relies upon the report at their own risk. This report may provide advice based on an interpretation of legislation, guidance notes and codes of practice. GEA does not however provide legal advice and if specific legal advice is required a lawyer should be consulted. This report is intended as a Ground Investigation Report (GIR) as defined in BS EN1997-2, unless specifically noted otherwise. The report is not a Geotechnical Design Report (GDR) as defined in EN1997-2 and recommendations made within this report are for guidance only. © Geotechnical & Environmental Associates Limited 2018 Ref J18007 i Issue No 1 19 April 2018 Ford Used Vehicles, 245 Finchampstead Road, Wokingham, RG40 3JS Desk Study and Think Ford Wokingham Ground Investigation Report CONTENTS EXECUTIVE SUMMARY Part 1: INVESTIGATION REPORT 1.0 INTRODUCTION 1 1.1 Proposed Development 1 1.2 Purpose of Work 2 1.3 Scope of Work 2 1.4 Limitations 3 2.0 THE SITE 3 2.1 Site Description 3 2.2 Site History 4 2.3 Other Information 5 2.4 Geology 6 2.5 Hydrology and Hydrogeology 7 2.6 Preliminary Risk Assessment 7 3.0 EXPLORATORY WORK 8 3.1 Sampling Strategy 9 4.0 GROUND CONDITIONS 10 4.1 Made Ground 10 4.2 Bagshot Formation 10 4.3 Groundwater 11 4.4 Gas Monitoring 11 4.5 Soil Contamination 12 4.6 Groundwater Analysis 14 Part 2: DESIGN BASIS REPORT 5.0 INTRODUCTION 16 6.0 GROUND MODEL 16 7.0 ADVICE AND RECOMMENDATIONS 17 7.1 Spread Foundations 17 7.2 Shallow Excavations 17 7.3 Ground Floor Slab 18 7.4 Effect of Sulphates 18 7.5 Contamination Risk Assessment 18 8.0 OUTLINE REMEDIATION PROPOSALS 21 9.0 WASTE DISPOSAL 22 10.0 OUTSTANDING RISKS AND ISSUES 23 APPENDIX Ref J18007 ii Issue No 1 19 April 2018 Ford Used Vehicles, 245 Finchampstead Road, Wokingham, RG40 3JS Desk Study and Think Ford Wokingham Ground Investigation Report EXECUTIVE SUMMARY This executive summary contains an overview of the key findings and conclusions. No reliance should be placed on any part of the executive summary until the whole of the report has been read. Other sections of the report may contain information that puts into context the findings that are summarised in the executive summary. BRIEF This report describes the findings of a desk study and ground investigation carried out by Geotechnical and Environmental Associates Limited (GEA) on the instructions of Mason Navarro Pledge, on behalf of Think Ford Wokingham, with respect to the redevelopment of an existing filling station to form a new car sales showroom. The proposals include the demolition of the existing pumps and canopy, the portakabins in the north and the small garage in the west, and the construction of a single storey double height showroom adjacent to the existing shop. The purpose of the investigation has been to research the history of the site with respect to possible contaminative uses, to determine the ground conditions and hydrogeology, to provide an indication of the extent of contamination and to provide information to assist with the design of suitable foundations. SITE HISTORY The earliest map studied, dated 1872, shows the site to be undeveloped. By 1933 a rectangular structure appears to have been constructed in the west of the site, although was no longer present by 1964. The site was labelled as a garage by 1977 and a rectangular building had been constructed in the centre of the site, with a smaller outbuilding located to the southwest and two possible fuel pumps in the east of the site. By 1990, these buildings had been demolished and the existing shop and canopy had been constructed. The existing Ford car sales building to the south of the site had also been constructed and the site surroundings have since remained essentially unchanged. An aerial photograph dated 1999 shows the existing filling station shop and canopy to be present. The existing temporary structures to the north of the shop are assumed to have been established at some time after 1999. GROUND CONDITIONS The investigation has generally confirmed the expected ground conditions in that, beneath a moderate thickness of made ground, the Bagshot Formation was encountered and extended to the maximum depth investigated at 5.45 m. The made ground generally comprised brown silty sandy gravel and sandy gravelly clay including fragments of brick, concrete, tarmac and ceramic and extended to depths of between 0.60 m (61.34 m OD) and 0.90 m (60.90 m OD). The Bagshot Formation initially consisted of soft becoming firm orange-brown mottled grey sandy clay to depths of between 1.75 m (59.68 m OD) to 2.00 m (59.57 m OD), generally becoming medium dense orange-brown slightly clayey sand to depths of between 3.30 m (58.13 m OD) and 3.90 m (58.04 m OD), beneath which grey clayey sand extended to the full depth of investigation. In Borehole No 2 the soil was notably grey and malodourous between 1.00 m (60.57 m OD) and 2.80 m (58.77 m OD). Elevated concentrations of volatile organic compounds were recorded in the soil with a vapour detector between depths of 2.00 m (59.57 m OD) and 3.00 m (58.77 m OD) in Borehole No 2, advanced adjacent to a buried fuel tank. Groundwater was encountered at depths of between 1.40 m (60.17 m OD) and 3.10 m (58.95 m OD) during drilling and has subsequently been measured at depths of between 0.55 m (60.88 m OD) and 0.75 m (60.82 m OD) during monitoring of the standpipes. Elevated concentrations of contaminants have not been measured in the soil, although asbestos in the form of chrysotile has been detected in a single sample of the made ground. Elevated concentrations of total phenols, total PAH, in particular naphthalene, and TPH have been detected in the groundwater from Borehole No 2 and an elevated concentration of nickel has been detected in the sample of groundwater from Borehole No 1. RECOMMENDATIONS For the anticipated light to moderate loads from the new structure, spread foundations bearing in the firm sandy clay or medium dense clayey sand of the Bagshot Formation are likely to be suitable and may be designed to apply a net allowable bearing pressure of 120 kN/m2 at a minimum depth of 1.00 m. Groundwater is likely to be encountered at a relatively shallow depth and will need to be controlled. Contamination testing has indicated hydrocarbon contamination to be present in the groundwater in proximity to the buried tanks. Nickel has also been detected in the groundwater in the south of the site although the exact source is unknown. Groundwater remediation is likely to be required and the buried tanks will need to be decommissioned and probably removed. In view of the hydrocarbon odours detected it will be prudent to install a vapour-proof membrane. Ref J18007 iii Issue No 1 19 April 2018 Ford Used Vehicles, 245 Finchampstead Road, Wokingham, RG40 3JS Desk Study and Group One Automotive Ground Investigation Report Part 1: INVESTIGATION REPORT This section of the report details the objectives of the investigation, the work that has been carried out to meet these objectives and the results of the investigation. Interpretation of the findings is presented in Part 2. 1.0 INTRODUCTION Geotechnical and Environmental Associates Limited (GEA) has been commissioned by Mason Navarro Pledge, on behalf of Think Ford Wokingham, to carry out a desk study and ground investigation at the site of Ford Used Vehicles, 245 Finchampstead Road, Wokingham, RG40 3JS. 1.1 Proposed Development It is understood that it is proposed to redevelop the existing filling station site for use as a used car pavilion, to supplement the existing adjacent Ford car sales showroom to the south. Planning permission is understood to have been granted for the scheme by Wokingham Borough Council in December 2017 (planning application reference number 172812) and is subject to planning conditions. This report has been prepared in order to provide information for the full or partial discharge of Condition No 5, which addressed contamination.