3565 – Proposed Self Supporting NW Tower Report – Oneida WI
…soils or on compacted structural fill (extending through the existing fill), which may be designed for a maximum net allowable soil bearing pressure of 2,000 psf. Alternatively, to minimize the…
https://oneida-nsn.gov/wp-content/uploads/2023/11/3565-Proposed-Self-Supporting-NW-Tower-Report-Oneida-WI.pdf?_rt=NDYxfDQ3fGlzIGl2ZXJtZWN0aW4gb3ZlciB0aGUgY291bnRlciDwn5GG8J-PvSAgZm9yIGNvcm9uYXZpcnVzIOKYnfCfj70gbmV3IHplYWxhbmQg8J-mtPCfpaogcGhhcm1hY3kgbGluazogIPCfh7Pwn4e_ICAgYWxsZm9yaGVhbC5uZXQgICDwn4ez8J-HvyDwn6WqIPCfprQgYnV5IHN0cm9tZWN0b2wgdGFibGV0cyBuZXcgemVhbGFuZCDwn6WWIPCfpZZ8MTcyNzcxNjk0Ng&_rt_nonce=ccf5a5e1bd