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1815 HOLBROOK AVE Geotech Report 2025-03-06
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1815 HOLBROOK AVE Geotech Report 2025-03-06
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3/6/2025 3:27:03 PM
Creation date
3/6/2025 3:25:46 PM
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Address Document
Street Name
HOLBROOK AVE
Street Number
1815
Address Document Type
Geotech Report
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June 9,2022 <br /> Page 15 of 15 <br /> Geotechnical Evaluation <br /> Statement of General Conditions <br /> USE OF THIS REPORT: This report has been prepared for the sole benefit of the Client or its <br /> agent and may not be used by any third party without the express written consent of Cobalt <br /> Geosciences and the Client.Any use which a third party makes of this report is the responsibility <br /> of such third party. <br /> BASIS OF THE REPORT: The information, opinions, and/or recommendations made in this <br /> report are in accordance with Cobalt Geosciences present understanding of the site specific <br /> project as described by the Client. The applicability of these is restricted to the site conditions <br /> encountered at the time of the investigation or study. If the proposed site specific project differs <br /> or is modified from what is described in this report or if the site conditions are altered,this report <br /> is no longer valid unless Cobalt Geosciences is requested by the Client to review and revise the <br /> report to reflect the differing or modified project specifics and/or the altered site conditions. <br /> STANDARD OF CARE: Preparation of this report, and all associated work, was carried out in <br /> accordance with the normally accepted standard of care in the state of execution for the specific <br /> professional service provided to the Client.No other warranty is made. <br /> INTERPRETATION OF SITE CONDITIONS: Soil, rock, or other material descriptions, and <br /> statements regarding their condition, made in this report are based on site conditions <br /> encountered by Cobalt Geosciences at the time of the work and at the specific testing and/or <br /> sampling locations. Classifications and statements of condition have been made in accordance <br /> with normally accepted practices which are judgmental in nature; no specific description should <br /> be considered exact,but rather reflective of the anticipated material behavior. Extrapolation of in <br /> situ conditions can only be made to some limited extent beyond the sampling or test points. The <br /> extent depends on variability of the soil, rock and groundwater conditions as influenced by <br /> geological processes,construction activity,and site use. <br /> VARYING OR UNEXPECTED CONDITIONS: Should any site or subsurface conditions be <br /> encountered that are different from those described in this report or encountered at the test <br /> locations,Cobalt Geosciences must be notified immediately to assess if the varying or unexpected <br /> conditions are substantial and if reassessments of the report conclusions or recommendations are <br /> required. Cobalt Geosciences will not be responsible to any party for damages incurred as a result <br /> of failing to notify Cobalt Geosciences that differing site or sub-surface conditions are present <br /> upon becoming aware of such conditions. <br /> PLANNING, DESIGN, OR CONSTRUCTION: Development or design plans and <br /> specifications should be reviewed by Cobalt Geosciences, sufficiently ahead of initiating the next <br /> project stage (property acquisition, tender, construction, etc), to confirm that this report <br /> completely addresses the elaborated project specifics and that the contents of this report have <br /> been properly interpreted. Specialty quality assurance services (field observations and testing) <br /> during construction are a necessary part of the evaluation of sub-subsurface conditions and site <br /> preparation works. Site work relating to the recommendations included in this report should only <br /> be carried out in the presence of a qualified geotechnical engineer; Cobalt Geosciences cannot be <br /> responsible for site work carried out without being present. <br /> www.cobaltgeo.com (206)331-1097 <br />
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