Wellpoint box culverts. Load stumps. Set 1 drary box and run 60' of 15" ADS pipe to pond.
Wellpoints were installed at box culvert location and pump started for dewatering. Laid 15" HDPE into pond, set structure #107, back-filled and compacted continued loading and hauling clearing debris. Began balancing top of pond for pathway. Continued excavation of retention pond. 125 loads/ 2250 CY.
talked to Beau about job progress. He wants me to go look at proposed water main for shingle creek project. Called Larry to tell him we needed two 48" gaskets and that Mack sent a 12" riser instead of an eccentric 12" top slab for manhole $1. I told him we will also need two low profile storm rings and covers for box culvert. He gave me a cop of shop draining for box culver and it does not match the plan drawing. I told him we can't pour the required collars for connection to existing box culvert if structure does not have stub outs.
Problems: wellpoints did not get put down and pumping until 2. They should have been done before noon.