Thank you.
The SnapNRack suggested methods: Poured footings, bond beam or screw-in anchor. The system I created is demonstrably superior to these methods. It is quicker, cheaper, has less environmental impacts and can adapt better to uneven ground. Wm Miller Solar 17395 Oak Road, Atascadero, CA 93422 805-438-5600 *www.millersolar.com* <http://www.millersolar.com/> CA Lic. 773985 *From:* Dave Angelini Offgrid Solar [mailto:offgridso...@sti.net] *Sent:* Wednesday, June 25, 2025 4:29 PM *To:* will...@millersolar.com; RE-wrenches *Subject:* Re: [RE-wrenches] Permitting problem Nice install in the link! "However for this project I am being denied a permit with this reason: By not using one of SnapNRack's suggested support structures I am "altering" the "racking kit." I am told if I provide a structural analysis a permit will be approved." What is snapnracks support structure that you are not using? *Dave Angelini Offgrid Solar* *"we go where powerlines don't"* * <http://members.sti.net/offgridsolar/>https://offgridsolar1.com/ <https://offgridsolar1.com/> <http://members.sti.net/offgridsolar/>* *e-mail offgridso...@sti.net <offgridso...@sti.net>* *text 209 813 0060* On 2025-06-25 3:59 pm, William Miller via RE-wrenches wrote: Friends: I am having a problem pulling a permit in our county jurisdiction. The project is a ground mount array with a low tilt angle resulting in an overall rack height less than 6'. The county checklist for solar permits says: "Engineering is required for arrays exceeding six feet above adjacent grade." I wanted to make sure this was the current criteria so I emailed a senior building official before I submitted my plans and received a reply stating the same criteria. I have done jobs in the county in the past with the same low height and not been required to provide engineering. The system we use is pretty robust. You can see a description *here* <https://millersolar.com/MillerSolar/practices/DrivenPipe/DrivenPipe.html>. The rail is SnapNRack 200 series. However for this project I am being denied a permit with this reason: By not using one of SnapNRack's suggested support structures I am "altering" the "racking kit." I am told if I provide a structural analysis a permit will be approved. The SnapNRack web site says this on the subject: "The system is fully compatible with various foundation types, including ground screws, grade beams, and standard pier concrete foundations." We all know that the word "including" does not preclude other possibilities. I even got one of the SnapNRack engineers to write an email saying alternative support structures are allowed. I have worked up the entire chain of command in San Luis Obispo County including the department director and the office of County Counsel with no change in status. I filed an appeal but the county refused to hear the appeal. I called my county supervisor to intervene but the building department is giving them the same reason. The logic is flawed but no one will believe me in spite of the documentation I have provided. Last time we had one of these taller than 6 feet the we had it engineered at a cost of $5,000. My contract covers me for the extra expense so the cost would be to the client. I don't believe it is right for the customer to have to pay this extra expense. They are decent people who deserve better. I put together a web page to describe the entire interaction. It is *here* <https://millersolar.com/MillerSolar/case_studies/41_County_of_SLO/County_of_SLO.html> . I think this is wrong and my principals are not allowing me to give in. This is a pattern with this building department. The last time this happened I fought for months and finally won. I embarrassed them and I think the department is trying to punish me. I am looking for an attorney but so far all of them are too busy to take my case. Have anyone of you experienced anything like this? Anyone have any advice? Thanks in advance. William Miller Miller Solar 17395 Oak Road, Atascadero, CA 93422 805-438-5600 *www.millersolar.com* <http://www.millersolar.com/> CA Lic. 773985 _______________________________________________ List sponsored by Redwood Alliance Pay optional member dues here: *http://re-wrenches.org* <http://re-wrenches.org> List Address: *RE-wrenches@lists.re-wrenches.org* <RE-wrenches@lists.re-wrenches.org> Change listserver email address & settings: *http://lists.re-wrenches.org/options.cgi/re-wrenches-re-wrenches.org* <http://lists.re-wrenches.org/options.cgi/re-wrenches-re-wrenches.org> There are two list archives for searching. 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