A 600' long sewer pipe is being placed into a trench. Place the pipe at a gravity drainage slope of 3% towards station 6+00. The invert elevation at its beginning station(0+00) is 5695.00'. The pipe has an outside diameter of 1' and a wall thickness of 1". Prepare an Excel table that lists the elevations for the top of the pipe for the stations 0+00, 1+00, 2+00, 3+00, 4+00, 5+00 and 6+00 *. b) Calculate the invert elevation for the pipe at station 6+00.

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