Evaluating a mounded septic system just outside of Lyons, CO
• 0:01 - 0:15 Rolling. All right. I'm up here with Jordan Bartlett operating job leading spearheading taking control taking this job by the by the Scruff of the neck and making it his. • 0:17 - 0:42 This is the first footing trench we got here. We just got the survey done. We got our blue flags and our pink flags are blue is our actual corners and our pink is our offsets and you can see on this wall here where we have basically this is where we're going to be kind of getting into most of the rock because we're a little deeper over here on the uphill side of the house. • 0:43 - 1:12 We have a lot of squiggly lines that we're going to need to be really ripping out as much of the rock as possible. I am trying to get approval from the engineer to not necessarily have to go down deeper over here, but rather backfilling and we could just set the concrete right on this existing grade. As one thing. I forgot to mention Jordan. I do have a call in with the engineer we could just try to dig out while we can dig out and then anyway, I'm going to shoot this. So this is the fuck the floor plan and the layout you can see it's kind of going every which way. • 1:13 - 1:17 And like that, you know, basically. • 1:19 - 1:28 Digging this intricate trench line with this big excavator is basically just going to. • 1:30 - 1:52 You know our big excavators not going to be so precise as all these little dog legs and turns so we'll end up just ripping out a big giant swath Earth here and hogging it all out and basically like from there. • 1:53 - 2:06 To they're just ripping all this all this material out and then the concrete guys can deal with fussing around with all these little intricate details on the turns and and what not. • 2:07 - 2:08 So. • 2:10 - 2:37 That's that I did have a question for the engineering team know if we could just set our footings right on this grade here and then backfill up to 36 inches out here on the outside here for our our Frost up if we could do that that would make things a lot more cost-effective on the excavation. • 2:39 - 2:46 And we would still need to get down over here for the for the garage because the garage will be coming in. • 2:49 - 3:08 Right on this ground level. So we would need to the garage I believe is from there over to here. So we would need to get this down below our Frost up three feet over to that corner where we do have some good Hard Rock. • 3:11 - 3:26 Right in here. We may or may not be able to rip it down with our 55 thousand pound doosan excavator DX 225. Yeah boy. • 3:34 - 3:36 That's what we got. • 3:37 - 3:43 Jesse Sievers high-performance Earthworks. Give us a like give us a subscribe. • 3:45 - 3:48 Keeping keeping the loop with what we're getting into.