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Appendix B- Geotechnical Investigation
Attached to the e-mail MCU15/0070 Stormwater & Geotech reports Email 2 of 3.
-6- Otherwise Soil Surveys Engineering reserves the right conservatism which is commensurate with the to refuse to carry out inspections. consequences of the risk of error. SITE INSPECTION Estimates of volumes based on our findings require The Company will always be pleased to provide interpolation and extrapolation between test locations engineering inspection services for geotechnical and as such may be significantly different from actual aspects of work to which this report is related. volumes. i) Site visits during construction to confirm reported ground conditions ii) Site visits to assist the contractor or other site personnel in identifying various soil/rock types such as appropriate footing or pier founding depths, the stability of a filled or excavated slope; or iii) Full-time engineering presence on site. In the vast majority of cases it is advantageous to the principal for the geotechnical engineer who wrote the investigation report to be involved in the construction stage of the project. The geotechnical engineer cannot take responsibility for variations in encountered conditions, where he is not given the opportunity to review plans for the proposed development with sufficient time to allow review and make changes to the proposed development if required, and where he is not given the opportunity to inspect the site and oversee construction methods with regard to site conditions with sufficient time to observe all relevant site conditions and operations. RESPONSIBLE USE OF GEOTECHNICAL INFORMATION Recommendations in our report are for design purposes only and provided on the basis that inspections are carried out to allow finalisation of opinions and recommendations contained in our report. The geotechnical investigation consisting of field and laboratory testing has been carried out to indicate typical conditions by indicating conditions and parameters at the specific locations of boreholes/test pits. Subsurface conditions are indicated at these locations only and the inference of conditions between or away from these locations (interpolation and extrapolation) involves a certain degree of risk. Persons inferring such conditions or carrying out such inferences should do so with a degree of caution and NOTES RELATING TO THIS REPORT - SEPT 2013 SOIL SURVEYS ENGINEERING
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