Permit finaled

Phone #: ###-#### Inspection requested via web by Jessia Maxwell

The underground hydro test was witnessed with no visible loss on the guage. Per conversation with the general contractor it appears that there will be adequate coverage for the underground supply piping when the asphalt has been installed. See previous entry for coverage concerns.

AS builts submitted

The remaining length of underground is ok for cover. Plans need to be resubmitted showing the new underground pipe routing. Also I spoke with the contractor about possible bury depth issues as previously noted.


Please call Clarncce Phone #: ###-#### Inspection requested via web by Jessia Maxwell

Todays inspection was just for the 5' stub out which is passed. However exact dept of cover could not be verified. The top of the 6" pipe is located 4'-10" below the line where the blocks sit on the footing. There are two sewer/drain covers roughly 6' away from the pipe which have been place only 2'-10" above the pipe. If these covers are finish grade the the pipe is much too shallow and will need to be dug up and located at the correct depth. I spoke to the sprinkler designers who brought the plans and discussed my concerns and the implications if the pipe is too shallow. The 5' stub out is ok to cover but if too shallow will need to be corrected. No general contractor was on site to verify the actual final grade elevation.


For initial underground inspection Phone #: ###-#### Inspection requested via web by Jessia Maxwell