I will let you guys what we decide to do, KRS, do you have an email address so I can contact you? I'd like to review your details, this maybe a cost effective solution.
dgi
Thanks all for your comments, we have never had a request like this made on new construction before for sanitary/storm relations, thats why the question was asked.
dgi
I also should note for everyone, that this is virgin ground, used only for farming historically, being developed with a subdivision, not a preexisting condition or replacement of sanitary. Hope that clears up everyones understanding.
dgi
The crossings are exactly parallel, he is asking for it in six places, lowest separation is 6 inches, highest is 1.8 feet, most storm are 12" RCP, with 8" HDPE sanitary. Ground is glacial till, very tight clay, water table at 12 feet.
dgi
Thanks for the quick response. You gave us a great idea, and the proper one too. Arguing does nothing but infuriate him, but making him sign might just stop the nonsense.
Thanks Bob
dgi
Does anyone know why you would need to use ductile iron pipe for sanitary sewer pipe where the storm is less than 2 feet at a crossing? A Town Engineer is requiring us to use dip with no transition manhole, just ferncos, to transition from pvc to dip and back again because the storm sewer is...
