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1901-1919 N Fairview St - Soils Report
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1901-1919 N Fairview St - Soils Report
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Soils Report
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1901 N Fairview St
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1918 N Fairview St
1919 N Fairview St
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subsurface conditions revealed during construction. The geotechnical <br />engineer who developed your report cannot assume responsibility or <br />liability for the report's recommendations if that engineer does not perform <br />construction observation. <br />A Geotechnical Engineering Report Is Subject to <br />Misinterpretation <br />Other design team members' misinterpretation of geotechnical engineering <br />reports has resulted in costly problems. Lower that risk by having your geo- <br />technical engineer confer with appropriate members of the design team after <br />submitting the report. Also retain your geotechnical engineer to review perti- <br />nent elements of the design team's plans and specifications. Contractors can <br />also misinterpret a geotechnical engineering report. Reduce that risk by <br />having your geotechnical engineer participate in prebid and preconstruction <br />conferences, and by providing construction observation. <br />Do Not Redraw tile Engineer's Logs <br />Geotechnical engineers prepare final boring and testing logs based upon <br />their interpretation of field logs and laboratory data. To prevent errors or <br />omissions, the logs included in a geotechnical engineering report should <br />neverbe redrawn for inclusion in architectural or other design drawings. <br />Only photographic or electronic reproduction is acceptable,but recognize <br />that separating logs from the report can elevate risk, <br />Give Contractors a Complete Report anti <br />Guidance <br />Some owners and design professionals mistakenly believe they can make <br />contractors liable for unanticipated subsurface conditions by limiting what <br />they provide for bid preparation. To help prevent costly problems, give con- <br />tractors the complete geotechnical engineering report, butpreface it with a <br />clearly written letter of transmittal. In that letter, advise contractors that the <br />report was not prepared for purposes of bid development and that the <br />report's accuracy is limited; encourage them to confer with the geotechnical <br />engineer who prepared the report (a modest fee may be required) and/or to <br />conduct additional study to obtain the specific types of information they <br />need or prefer. A prebid conference can also be valuable. Be sure contrac- <br />tors have sufficient time to perform additional study. Only then might you <br />be in a position to give contractors the best information available to you, <br />while requiring them to at least share some of the financial responsibilities <br />stemming from unanticipated conditions. <br />Read Responsibility Provisions Closely <br />Some clients, design professionals, and contractors do not recognize that <br />geotechnical engineering is far less exact than other engineering disci- <br />plines. This lack of understanding has created unrealistic expectations that <br />have led to disappointments, claims, and disputes. To help reduce the risk <br />of such outcomes, geotechnical engineers commonly include a variety of <br />explanatory provisions in their reports. Sometimes labeled "limitations" <br />many of these provisions indicate where geotechnical engineers' responsi- <br />bilities begin and end, to help others recognize their own responsibilities <br />and risks.Read these provisions closely. Ask questions. Your geotechnical <br />engineer should respond fully and frankly. <br />Geoenvironmental Concerns Are Not Covered <br />The equipment, techniques, and personnel used to perform a geoenviron <br />menta/study differ significantly from those used to perform a geotechnical <br />study. For that reason, a geotechnical engineering report does not usually <br />relate any geoenvironmental findings, conclusions, or recommendations; <br />e.g., about the likelihood of encountering underground storage tanks or <br />regulated contam\nants. Unanticipated environmental problems have led to <br />numerous project failures.If you have not yet obtained your own geoenvi- <br />ronmental information, ask your geotechnical consultant for risk manage- <br />ment gu\dance. Do not rely on an environmental report prepared for <br />someone else. <br />Obtain Professional Assistance To Deal with Moltl <br />Diverse strategies can be applied during building design, construction, <br />operation, and maintenance to prevent significant amounts of mold from <br />growing on indoor surfaces. To be effective, all such strategies should be <br />devised for the express purpose o\mold prevention, integrated into a com- <br />prehensive plan, and executed with diligent oversight by a professional <br />mold prevention consultant. Because just a small amount of water or <br />moisture can lead to the development of severe mold infestations, a num- <br />ber of mold prevention strategies focus on keeping building surfaces dry. <br />While groundwater, water infiltration, and similar issues may have been <br />addressed as part of the geotechnical engineering study whose findings <br />are conveyed in this report, the geotechnical engineer in charge of this <br />project is not a mold prevention consultant,none of the services per- <br />formed in connection with the geotechnical engineer's study <br />were designed or conducted for the purpose of mold preven- <br />lion. Proper implementation of the recommendations conveyed <br />in this report will not of itself be sufficient to prevent mold from <br />growing in or on the structure involved. <br />Rely on Youp ASFE-Member Geotechnical Engineer <br />for Additional Assistance <br />Membership in ASFE/The Geoprofessional Business Association exposes <br />geotechnical engineers to a wide array of risk management techniques that <br />can be of genuine benefit for everyone involved with a construction project. <br />Confer with your ASFE-member geotechnical engineer for more information. <br />ASFE BUSINESS ASSOCIATION <br />THE GEOPROFESSIONAL <br />8811 Colesville Road/Suite G106, Silver Spring, MD 20910 <br />Telephone: 301/565-2733 Facsimile: 301/589-2017 <br />e-mail: info@aste.org www.asfe.org <br />Copyright 2004 by ASFE, Inc. Duplication, reproduction, or copying ofthis document, in whole or in part, by any means whatsoever, is strictly prohibited. except with ASFE's <br />specific written permission. Excerpting, quoting, or otherwise extracting wording from this document is permitted only with the express written permission of ASFE, and only for <br />purposes of scholarly research or book review. Only members of ASFE may use this document as a complement to or as an element of a geotechnical engineering report Any other <br />firm, individual, or other entity that so uses this document without being an ASFE member could be committing negligent or intentional (fraudulent) misrepresentation. <br />lIGER01115.OMRP
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