I am still working on the project area for the Utah PLSS Fabric, we have new survey data for a Sec. 6. I have rebuilt the section all the way down to the Gov. Lots, and it look good. But when I try to do an adjustment using the new survey corners I get a Fail and some strange Adjustment Reports. I have tried to modify my tolerances in the adjustment box to get the Adjustment to work, but still no luck. I have two lines that come back with a distance of -9532.993, I am not sure how I got a negative distance on a line??
I have tried to search for the Lines in the report list and can not find them, search by start and end point, length, and visual.
I also have 6 Line Points that "don't lie between line endpoints", very confused by this also.
Any one have an idea?
I have attached a shot of the area, the Adjustment Report, and a table of the lines I had selected during the adjustment.
Thanks