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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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1/6/2026 1:06:10 PM
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6/23/2022 1:30:55 PM
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Soils Report
Full Address
1901 N Fairview St
1919 N Fairview St
Street Number
1901
1919
Street Direction
N
N
Street Name
Fairview
Fairview
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St
St
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subsuitace conditions revealed during construction.The geolechnical <br />engineer who developed your report cannot assume responsibility of <br />liability toi the report's recommendations H thal engineer does not perform <br />construction observation. <br />A Geotechnical Englneering Report Is Subject to <br />Misinterpretation <br />Other design team members' misinterprelation ol geolechnical engineeling <br />repofts has resulled in coslly problems. Lower mal risk by having your geo- <br />technical engineer cooler with appropriate members of the design learn aller <br />submitting tile report. Also retain your geolechnical engineer lo review perti- <br />nent elements 01 the design team's plans and specifications. Contfactors can <br />also misinterpret a geotechnical engineering report. Reduce Ihal risk by <br />having your geotechnical engineer participate in prebid and preconstruction <br />conferences, and by providing construction observation. <br />Do Not Redraw the Engineer's Logs <br />Geolechnical engineers prepare linal boring and testing logs based upon <br />theit interpretation 01 field logs and laboralory dala. To preven! errors or <br />omissions, the logs included in a geotechnical engineering report should <br />never be redrawn lor 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 loi unanticipated subsurface conditions by limiting what <br />Ihey provide for bid preparation. To help prevenl costly problems, give con- <br />tractors the complete geotechnical engineering report, but preface it with a <br />clearly written letter of transmittal. In that teller, advise contractors thal the <br />report was not prepared 101 purposes of bid development and that the <br />report'S accuracy is limited: encourage Ihem to conler wilh the geotechnical <br />engineer who prepared the report (a modest lee may be required) and/or to <br />conduct additional sludy to obtain the specitic types of information Ihey <br />need or prefer. A prebid confeience can also be valuable.Be sure contrac- <br />tog have su#icient time lo perform additional study. Only then might you <br />be in a position to give contractors the best infommtion available to you, <br />while requiring them to at leasl share some 01 the financial responsibilities <br />stemming [fom unanticipated condilions. <br />Reall Responsibility Provisions Closely <br />Some clienls, 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 thal <br />have led to disappointments, claims, and disputes. To help reduce the risk <br />01 such outcomes, geotechnical engineers commonly include a variety of <br />explanatory provisions in their reports. Sometimes labeled *limilations' <br />many 01 these provisions indicate where geotechnical engineers' responsi- <br />bilities begin and end, to help others recognize meir own responsibilities <br />and risks.Read these provisions closely. Ask questions. Your geotechnical <br />engineer should respond lully and frankly. <br />Geoenvironmental Concerns Are Not Covered <br />The equipment techniques, and personnel used to perform a geoenviron- <br />menM/study ditler significantly from those used to perlorm a geolechnical <br />study. For that reason, a geotechnical engineeiing report does not usually <br />relale any geoenvironmental lindings, conclusions, or recommendations; <br />e.g,, about tile likelihood 01 encountering underground storage tanks or <br />regulated conlaminants. Unantic08/ed environmental prob/ems have led <br />to numefous project /al/ums. If you have not yel obtained your own geoen- <br />vironmental information, ask your geolechnical consultant lor risk man- <br />agemen\ guidance. Do not rely on an environmental report prepafed lor <br />someone else. <br />Obtain Professional Assistance To Deal with Mold <br />Diverse strategies can be applied during building design, construction, <br />operation, and maintenance to prevent significant amounts ot mom from <br />growing on indoor surlaces. To be enective, all such strategies should be <br />devised lor the e,wress purpose of mold prevention, integrated into a com- <br />prehensive plan, and executed with diligenl oversight by a prolessional <br />mold prevenlion consultant. Because just a small amount of water or <br />moislure can lead to the development ol severe mold inlestalions, 3 num- <br />ber 01 mold prevention strategies locus on keeping building surlaces 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,tile geolechnical engineer in charge 01 this <br />project is not a mold prevention consultant; none of the se,Wces per- <br />formed in connection with the geotechnical engineer's study <br />were designed or conducted for the purpose 01 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 Your ASFE-Member Geotectinclal <br />Engineer for Adftional Assistance <br />Membership in ASFE/THE BEST PEOPLE ON Eumi exposes geotechnical <br />engineers lo a wide array 01 risk management lechniques Nt can be 01 <br />genuine benefit for everyone involved with a conslruction project. Conler <br />with your ASFE-member geotechnical engineer lor more information. <br />ASFE <br />TNE 81:1 Flopil 01 18111 <br />8811 Colesville Road/Suite 9106, Silver Spring, MD 20910 <br />Telephone: 301/565-2733 Facsimile: 301/589-2017 <br />e-mill: inio@aste.org mA/.aste.org <br />Copyright 2004 by ASFE. Inc. Duplication, reproduction. or copying of this document in whole of in part, by any means whatsoever, is strictly prohibited, except with ASFFS <br />specific wriMen permission. Excerpting, Quoting, or otherwise extracting wording hom this documem is permitted only with the express written permission 01 ASFE, and ody lor <br />purposes ot scholarly research or book tevievv. Only members ol ASFE may use mis documem as a complement to or as an element 01, geotectknical engineering report. Any other <br />lirm, individual. or other entig that so uses this document withou! being an ASFE member could be commiting negligent m intentional (traudulem) misrepresentation <br />liGER06085.OMAP <br />SL Rvcd 2019.01.21
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