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1984-09-01 Soil Report
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1932 Fagerness Point Road - 17-117-23-23-0015
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1984-09-01 Soil Report
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Last modified
11/26/2025 10:23:12 AM
Creation date
11/26/2025 8:37:57 AM
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x Address Old
House Number
1932
Street Name
Fagerness Point
Street Type
Road
Address
1932 Fagerness Point Road
PIN
1711723230015
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of their plans and specifications relative to sreotechnical I REA. rES. 'ONSIBIUTY CLAUSES I <br />Issues <br />CLC . LY <br />BORING LOG: 11. D NOT BE <br />SEPARATED Fk. :_ ENGINEERING <br />REPORT <br />Final bonng logs are developed by the geotechnical en- <br />gineer based upon his In': rji�w.atlon c. field logs lassem- <br />bled by site pemonnell and laboratory evaluation of field <br />samples Only final boring logs customarily are Included in <br />geotechnical engineering reports Tfww 1* should not umkr <br />any amumstawes fir Wnirwit for Inclusion in architectural or <br />other design drawings. because drafters may commit errors <br />or omissions in the transfer process Although photo- <br />graphic reproduction eliminates this problem it does <br />nothing to minimize the possibility of contractors misin- <br />terpretating the logs during bid preparation When this <br />occurs. delays. d-sputes and unantic,pated costs are the <br />all -too -frequent result <br />To minimize the likelihood of bonng log misinterpretation. <br />p t contrairors roily aam to Uri conWkr geotetiimu it enonee irg <br />►r vrt Those who do not provide such access may proceed <br />under the mistaivm impression that simply disclaiming <br />responsibility for the accuracy of subsurface information <br />always insulates them from attendant liability Providing <br />the best available information to contractors helps prevent <br />costly construction problems and the adversarial attitudes <br />which aggravate them to disproportionate scale <br />Because geotechnical engineering is based extertsvvefy on <br />judgement and opinion it is far less exact than other <br />design disciplines This situation has resulted in wholly <br />unwarranted claims being lodged against geotechnical <br />consultants lb help prevent this problem. geotechnical <br />engineers have developed model clauses for use in written <br />transmittals These are mot exculpatory clauses designed to <br />foist the geotet hnical engineers liabilities onto someone <br />else Rather. they are definitive clauses which Identify <br />where the geotechnical engineer's responsibilities begin <br />and end Their use helps all parties involved recognize their <br />individual responsibilities and take appropriate action <br />Some of these definitive clauses are likely to appear in your <br />geotechnical engineering report. and you are encouraged <br />to read them closely Your geotechnical engineer will be <br />pleased to give full and frank answers to your questions <br />OTHER STEPS YOU CAN TAKE TO <br />REDUCE RISK <br />Y6ur cnnsulting geotechnical engineer will be pleased to <br />discuss other techniques which can be employed to miti- <br />gate risk !n addition. the Association of Soil and Fcxinda- <br />tion Engineers has developed a vanety of materials which <br />may be beneficial Contact ASFE for a complimentary copy <br />of its publications directory <br />AMC--AATION OF XX AND FOUNDATION ENGNEERS <br />8811 Colesville Road/Suite 225 <br />Silver Spring. Maryland 20910 <br />301/565-2733 <br />
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