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<p class="MsoNormal"><span style="font-size:14.0pt;font-family:"Century Gothic",sans-serif">I have had engineering done for 90 MPH/ 3 Sec microburst wind years ago for a similar wetland type of situation. We were using 6” concrete slabs poured in parallel to
accommodate front & rear legs of the ground mount. 1 slab per front 7 rear set each.<o:p></o:p></span></p>
<p class="MsoNormal"><span style="font-size:14.0pt;font-family:"Century Gothic",sans-serif">The magic # was 18#of concrete per sqft of module to safely counteract the 90 MPH/ 3 Sec microburst uplift.<o:p></o:p></span></p>
<p class="MsoNormal"><span style="font-size:14.0pt;font-family:"Century Gothic",sans-serif">Please do not take my word for this; CYA & have your own engineering done but this worked well & is still in operation.<o:p></o:p></span></p>
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<p class="MsoNormal"><span style="font-size:14.0pt;font-family:"Century Gothic",sans-serif">Note; I tried to apply this method in a different county in a wetland situation and was denied.<o:p></o:p></span></p>
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<p class="MsoNormal"><span style="font-size:12.0pt;font-family:"Century Gothic",sans-serif">Dana Orzel – 2087217003 – 76dana58@gmail.com<o:p></o:p></span></p>
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