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<div data-externalstyle="false" dir="ltr" style="font-family: 'Calibri', 'Segoe UI', 'Meiryo', 'Microsoft YaHei UI', 'Microsoft JhengHei UI', 'Malgun Gothic', 'sans-serif';font-size:12pt;"><div>I supect most service pits are shallow enough to not require a geotechnical report, however any building project’s foundation design (including service pits) is based on soil bearing capacity (at residential level often done by visiual or typical for area). When it doubt build for the lesser bearing.<br></div><div data-signatureblock="true"><div><br></div><div><br></div><div><br></div></div><div style="padding-top: 5px; border-top-color: rgb(229, 229, 229); border-top-width: 1px; border-top-style: solid;"><div><font face=" 'Calibri', 'Segoe UI', 'Meiryo', 'Microsoft YaHei UI', 'Microsoft JhengHei UI', 'Malgun Gothic', 'sans-serif'" style='line-height: 15pt; letter-spacing: 0.02em; font-family: "Calibri", "Segoe UI", "Meiryo", "Microsoft YaHei UI", "Microsoft JhengHei UI", "Malgun Gothic", "sans-serif"; font-size: 12pt;'><b>From:</b> <a href="mailto:jamesgpeck@hotmail.com" target="_parent">James Peck</a><br><b>Sent:</b> Wednesday, December 11, 2019 12:36 AM<br><b>To:</b> <a href="mailto:at@lists.antique-tractor.com" target="_parent">Antique Tractor Email Discussion Group</a></font></div></div><div><br></div><div dir=""><div id="readingPaneBodyContent">I believe Cecil mentioned he was involved with things geotechnical. This talks about having a geotechnical report before designing a stamping press pit.<br><br>https://www.stampingjournal-digital.com/stampingjournal/20191112/MobilePagedReplica.action?pm=1&folio=26#pg26<br><br>I wonder if such a report is used in designing tractor dealership service shops.<br></div></div></div>
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