Ran 5 joints of eliptical pipe and poured 3 yards of concrete on 2 collars. Ran 30' of 18" pipe (ADS) 11' deep to within 10' of catch basin. Changed suction screen on pump to one that has 1/8 holes in it because other one gets clogged up with grass.
Completed laying 14x23 ERCP, back-filled and compacted. Also poured concrete collar at location of existing. Completed 18" HDPE, set structure #104, back-filled and compacted. Poured concrete collar at 24" Fes connection to existing 24" RCP. Put bigger head on 6" pump and continued pumping out the existing pond.<br><br>concrete issue was resolved with the city was why we poured both collars. Called survey for layout of pond and called dirt contractor that will be digging the pond and told him he needs to be digging monday if he is working or tuesday if he is not. Larry stopped by jobsite and I told him we should have locates updated before excavation begins and he agreed. Jimmy also asked if there is a contract or any paperwork between TSI and Paul Walsh for pond excavation.