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so Scott Harvey Harvey engineering has given me the specifications on my footings thats good now I can start to build he has calculated that I need a footing four feet wide 12 inches thick to mats of rebar and youre gonna see me set the edge form the face form for the outside edge of this footing the backside is going to be formed by the bank you dont have to set a form back there now I could but then look what that does that creates a situation where I have to be able to strip a form and then I have a little void right there that is not 100% in contact with the bank so Im just gonna let the bank restrain the concrete here on the bat on the uphill side this footing needs to be 12 inches thick the inspector will object if the top of my form is not 12 inches above the dirt so Ive just verified that this elevation has clearance everywhere I dont want a pore on this grade because in some places were an inch and a half or two inches low in some places were right up to it I want to mak