Because we are rebuilding our base on a site that washed out on one side, a contractor friend and hubby thought they could merely build a new base and then put 3" more sand on the site and level from there. They realize now that they got ahead of themselves and forgot to locate all the buried base pavers which may work their way up and compromise the liner, and covered the entire site with more sand covering the pads. Thankfully the dog dug by one of the pads and they remembered that step. Now we are taking the 3 " of sand out, so we can dig out those pads. In this part of the process, we are finding that the side opposite the washout had washed IN a good bit of sand, and it appears to have also further compacted the original sand underneath the new layer. Now we are pretty sure we HAVE to dig down to that high side to find our pads and begin with the leveling process THERE. Instructions and videos say once you have all the pads level, you lay a 3-inch layer of sifted sand above the base. The temptation is to leave that deposited albeit compacted 3 inches on that side and save some work. BUT because it is compacted, am I correct that we need to dig that high side out so the entire area base is level and has a NEW 3" layer of SIFTED sand before wetting and tamping? We are not looking forward to this part, since we doing and now REDOING all the work ourselves. We would LOVE NOT to have to do that extra half of digging out. So I am just double-checking to make sure that is unavoidable. Even the instruction videos say to dig out the high spots and DO NOT just add sand on the low spots to prevent shifting and damage in the future. So hopefully we are correct in treating that compacted washed-in sand as a "high spot" Any insight on this digging part is appreciated.