Weather Sunny 85˚/51˚Subs on Site
<DG Concrete> (5)
Work in Progress:
Footings for the south half of building 'A' dug, scarified, tested, and failed. Too wet. Shad (DG Concrete) and I laid out the north end of Building 'A' so he could dig the footings tonight and let them dry, compact in the morning, and have our retest at noon.Sewer stared. The sewer line under main street has a 2" puddle and is not strait. We are on the water table with the sewer on Main Street. Water ran out of the gravel. Chris (DG Concrete) had to run the sump pump. The line of the sewer was 25' feet to the east of our first manhole at 235' distance. Chris (DG Concrete) and I met on site with Dusty (Maeser) he suggested we set the first run with the smart level and curve it to the manhole. We checked the slope it is 5.35' fall in 233' run or 2.96%. Dusty (Maeser) ran and picked up a coupler for the 12" pipe because the existing lateral had a glue on cap and Dusty (Maeser) did not want the pipe run bell down. I noticed that the Water lateral is on west side of the sewer line and it is drawn on the east side (The reason for off set manhole problem above). I called Lonny (legend) and he will look it over and call me in the morning. While compacting the sewer trench the ground had a fairly big swell to it. (DG Concrete) had 13 loads of structural fill delivered today as well as more manhole parts and vaults.
