Hello,
it certainly sounds plausible. The foundation of the garage must be laid on uniformly stable ground. In the area of the house wall, the ground has already been excavated once and refilled. The backfill will settle more under the load of the garage (meaning the ground will give way more) than on the side where the ground has not been excavated (undisturbed soil). Due to the different settlements of the garage on both sides, significant settlement damage (cracks) may occur, which can even be hazardous to structural stability.
The loads on the house side must therefore be transferred into the undisturbed subsoil, which is at the level of the basement floor. The possibility of doing this with 3 concrete supports each is basically plausible. A structural engineer must calculate this.
Regards