Our pool build was just completed and as soon as it was filled with water, we noticed that there was a low corner at deep end. At time of fill it measured one inch lower than the other 3 corners. It also happens to be the side that our Hayward Autoskim is located, which means both of our skimmers are currently sitting at different heights in the water.
Our builder first blamed the sunken corner on "washout" during a rainstorm. We never saw any signs of a washout in that corner during construction, and are not convinced that it was ever properly leveled in the first place- or perhaps, was leveled at some point but not checked throughout the construction process. Long story short, our builder was open to fixing the mistake until I insisted that we had all our questions answered and put his agreement to fix in writing before making my final payment. He then changed his interpretation of what caused the settling, and blamed "record rainfall", claiming that the pool corner settled post backfill/concrete, and it was all "out of his control". Just to clarify- there are no other visible signs that the corner of the pool settled. He has since been unresponsive.
We are unsure if we even want our builder to come back and fix his mistake as it sounds risky, especially if we are to believe that the ground was unstable and has settled. He proposed jackhammering out the concrete pool deck up to the point of the "settled" walls and using steel "shims" (as he called them) that are made to level out the steel walls, then repouring only the part of the concrete decking that had to be jackhammered away... He was unsure if the concrete pool deck could even be rebarred, which was a question of ours that continues to go unanswered. I am not sure if this is a proper fix, and do not want to open it up to more significant problems in the future. Not to mention that it is hard to trust him now that he has changed his story and stopped responding to my inquiries. Does this sound like a fix that is reasonable, or something worth pursuing? Any advice is appreciated.
My second question is in regards to interpreting Building Codes. In looking through the ISPSC 2018 Building Codes (that our city adopted) it states:
308.4 Waterline
"The design waterline shall have a maximum construction tolerance at the time of completion of the work of plus or minus 1/4 inch (6.4mm) for pools and spas with adjustable weir surface skimming systems, and plus or minus 1/8 inch (3.2mm) for pool sand spas with non adjustable surface skimmer systems."
The way this reads to me is that our waterline upon completion of the pool should not be more than 1/4 of an inch different from one end of the pool to the other. Is my interpretation of this correct? If so, that would mean we are 3/4 inch beyond the construction tolerance. If there is someone familiar with reading building codes who can confirm this or correct my interpretation, I would appreciate it.
Thanks for reading, hoping there is someone here who can answer my questions and maybe has had a similar experience. Though I wouldn't wish this overall experience on anyone....
Our builder first blamed the sunken corner on "washout" during a rainstorm. We never saw any signs of a washout in that corner during construction, and are not convinced that it was ever properly leveled in the first place- or perhaps, was leveled at some point but not checked throughout the construction process. Long story short, our builder was open to fixing the mistake until I insisted that we had all our questions answered and put his agreement to fix in writing before making my final payment. He then changed his interpretation of what caused the settling, and blamed "record rainfall", claiming that the pool corner settled post backfill/concrete, and it was all "out of his control". Just to clarify- there are no other visible signs that the corner of the pool settled. He has since been unresponsive.
We are unsure if we even want our builder to come back and fix his mistake as it sounds risky, especially if we are to believe that the ground was unstable and has settled. He proposed jackhammering out the concrete pool deck up to the point of the "settled" walls and using steel "shims" (as he called them) that are made to level out the steel walls, then repouring only the part of the concrete decking that had to be jackhammered away... He was unsure if the concrete pool deck could even be rebarred, which was a question of ours that continues to go unanswered. I am not sure if this is a proper fix, and do not want to open it up to more significant problems in the future. Not to mention that it is hard to trust him now that he has changed his story and stopped responding to my inquiries. Does this sound like a fix that is reasonable, or something worth pursuing? Any advice is appreciated.
My second question is in regards to interpreting Building Codes. In looking through the ISPSC 2018 Building Codes (that our city adopted) it states:
308.4 Waterline
"The design waterline shall have a maximum construction tolerance at the time of completion of the work of plus or minus 1/4 inch (6.4mm) for pools and spas with adjustable weir surface skimming systems, and plus or minus 1/8 inch (3.2mm) for pool sand spas with non adjustable surface skimmer systems."
The way this reads to me is that our waterline upon completion of the pool should not be more than 1/4 of an inch different from one end of the pool to the other. Is my interpretation of this correct? If so, that would mean we are 3/4 inch beyond the construction tolerance. If there is someone familiar with reading building codes who can confirm this or correct my interpretation, I would appreciate it.
Thanks for reading, hoping there is someone here who can answer my questions and maybe has had a similar experience. Though I wouldn't wish this overall experience on anyone....