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    <font size="+1"><tt>We've been using Krinner helical ground screws
        with good success. There are other similar brands available. I
        want to make sure that your term of anchors is the same as for
        screws. What we call helical ground anchors has a very different
        shape and wouldn't use them for solar. Chris</tt></font><br>
    <br>
    <div class="moz-cite-prefix">On 3/31/2016 2:38 PM, Chris Schaefer
      wrote:<br>
    </div>
    <blockquote
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        <p class="MsoNormal"><span
style="font-size:10.0pt;font-family:"Arial","sans-serif";color:#1F497D">Eric,<o:p></o:p></span></p>
        <p class="MsoNormal"><span
style="font-size:10.0pt;font-family:"Arial","sans-serif";color:#1F497D">           
            I’ve been researching this for almost two years now and
            finally decided to go with Zilla for a 40 module system. I
            have a heavy clay soil and nothing has been required for
            permitting or the AHJ. I will have to purchase their adapter
            to fit any pto post hole digger for about $500 but expect to
            make that back over a couple of projects. However the real
            issue came when I got the finalized numbers from them and a
            normal freight of around $400-600 was expected. Surprise,
            the cost was just shy of $1,500! Ouch. Well there goes the
            margin. Apparently because they provide their truss system
            as a pre-fab which makes them extremely difficult for the
            shipper and puts them in a higher freight class. So I asked
            that they provide an option with the truss broken down. We
            can do the assembly on site. This is something at this time
            they are unwilling to do without additional fees. While the
            customer service response has been timely it is obvious to
            me that this is something that they clearly do not want to
            do. Of course this has always been our albatross here on the
            east coast with most racking system being fabricated west of
            the Mississippi. So while I look forward to trying the
            helical pier until they come up with a breakdown option of
            their ground racking system I suggest you look elsewhere. I
            hope this helps. Let me know who else out there has a
            helical pier product.<o:p></o:p></span></p>
        <p class="MsoNormal"><span
style="font-size:10.0pt;font-family:"Arial","sans-serif";color:#1F497D"><o:p> </o:p></span></p>
        <p class="MsoNormal"><span
style="font-size:10.0pt;font-family:"Arial","sans-serif";color:#1F497D">Christopher<o:p></o:p></span></p>
        <p class="MsoNormal"><span
style="font-size:10.0pt;font-family:"Arial","sans-serif";color:#1F497D">                               
            Chris Schaefer’s<o:p></o:p></span></p>
        <p class="MsoNormal"><span
style="font-size:10.0pt;font-family:"Arial","sans-serif";color:#1F497D">          <img
              id="Picture_x0020_1"
              src="cid:part1.04010106.08010307@entech-engineering.com"
              alt="SolarWindFX" height="58" width="283"><o:p></o:p></span></p>
        <p class="MsoNormal"><i><span
style="font-size:9.0pt;font-family:"Arial","sans-serif";color:#1F497D">                    Tel/Fax
              585-229-2083 or Cell 585-748-1870  <o:p></o:p></span></i></p>
        <p class="MsoNormal"><i><span
style="font-size:10.0pt;font-family:"Arial","sans-serif";color:#1F497D">     5115
              South Hill Road ~ Canandaigua New York 14424<o:p></o:p></span></i></p>
        <p class="MsoNormal" style="page-break-after:avoid"><i><span
style="font-size:10.0pt;font-family:"Arial","sans-serif";color:#1F497D"><a
                moz-do-not-send="true"
                href="http://www.solarandwindfx.com"><span
                  style="color:blue"><a class="moz-txt-link-abbreviated" href="http://www.solarandwindfx.com">www.solarandwindfx.com</a></span></a> ~
              E-mail: <a moz-do-not-send="true"
                href="mailto:chris@solarandwindfx.com"><span
                  style="color:blue">chris@solarandwindfx.com</span></a><o:p></o:p></span></i></p>
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style="font-size:10.0pt;font-family:"Arial","sans-serif";color:black"><o:p> </o:p></span></p>
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style="font-size:10.0pt;font-family:"Arial","sans-serif";color:black"><o:p> </o:p></span></p>
        <p class="MsoNormal" style="text-align:center" align="center"><span
style="font-size:10.0pt;font-family:"Arial","sans-serif";color:black"><o:p> </o:p></span></p>
        <p class="MsoNormal" style="text-align:center" align="center"><span
style="font-size:10.0pt;font-family:"Arial","sans-serif";color:black"><o:p> </o:p></span></p>
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style="font-size:11.0pt;font-family:"Calibri","sans-serif";color:#1F497D"><o:p> </o:p></span></p>
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        <p class="MsoNormal" style="text-align:center" align="center"><span
style="font-size:10.0pt;font-family:"Arial","sans-serif";color:black">Thomas
            Jefferson, the author of our great Constitution, once said,
            "democracy" will cease to exist when you take away from
            those who are willing to work and give to those who would
            not."</span><span
style="font-size:10.0pt;font-family:"Arial","sans-serif";color:#1F497D"><o:p></o:p></span></p>
        <p class="MsoNormal"><span
style="font-size:10.0pt;font-family:"Arial","sans-serif";color:#1F497D"><o:p> </o:p></span></p>
        <p class="MsoNormal"><span
style="font-size:10.0pt;font-family:"Arial","sans-serif";color:#1F497D"><o:p> </o:p></span></p>
        <p class="MsoNormal"><b><span
style="font-size:10.0pt;font-family:"Tahoma","sans-serif"">From:</span></b><span
style="font-size:10.0pt;font-family:"Tahoma","sans-serif"">
            RE-wrenches
            [<a class="moz-txt-link-freetext" href="mailto:re-wrenches-bounces@lists.re-wrenches.org">mailto:re-wrenches-bounces@lists.re-wrenches.org</a>] <b>On
              Behalf Of </b><a class="moz-txt-link-abbreviated" href="mailto:eric@harvesthesun.com">eric@harvesthesun.com</a><br>
            <b>Sent:</b> Thursday, 31 March, 2016 13:19<br>
            <b>To:</b> RE-wrenches<br>
            <b>Cc:</b> <a class="moz-txt-link-abbreviated" href="mailto:Ian.isbell@thatsbyers.com">Ian.isbell@thatsbyers.com</a><br>
            <b>Subject:</b> [RE-wrenches] Helical Anchors for
            Ground-Mount<o:p></o:p></span></p>
        <p class="MsoNormal"><o:p> </o:p></p>
        <div>
          <p class="MsoNormal">We're considering moving away from
            concrete footings where appropriate on GM projects. I am
            have not used any helical anchor systems and am curious
            about the efficiency of the helical anchor system in resi
            applications. Specifically, am I going to need soil
            compaction tests and/or geo survey with a P.G. stamp? What
            is the AHJ going to be looking for? As always, I appreciate
            any input! <o:p></o:p></p>
        </div>
        <div>
          <p class="MsoNormal"> <o:p></o:p></p>
        </div>
        <div>
          <p class="MsoNormal">Eric Stikes<o:p></o:p></p>
        </div>
        <div>
          <p class="MsoNormal">Founding Director & CEO<o:p></o:p></p>
        </div>
        <div>
          <p class="MsoNormal">Good Sun Solar, A CA non-profit corp.<o:p></o:p></p>
        </div>
        <div>
          <p class="MsoNormal"><a moz-do-not-send="true"
              href="http://www.goodsun.life">www.goodsun.life</a><o:p></o:p></p>
        </div>
        <div>
          <p class="MsoNormal">(530)798-3738<o:p></o:p></p>
        </div>
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      <br>
      <pre wrap="">_______________________________________________
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</pre>
    </blockquote>
    <br>
    <pre class="moz-signature" cols="72">-- 
Christopher Warfel, President
ENTECH Engineering, Inc.
PO Box 871, Block Island, RI 02807
401-466-8978</pre>
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