As others have noted it is always wise (or imperative) to check with local authorites, and particularly any AHJ's. I am aware however, ASCE MOP No. 60/old WPCF FD-5 gravity Santary Sewer Design and Construction does cite multiple problems that may occur as a result of drops and deep drops, and it says of drop manholes, "Drop manholes should be used sparingly and, generally, only when it is not economically feasible to steepen the incoming sewer. Some engineers eliminate drops by using vertical curves. It would appear that this should be a general rule for elevation differnces of less than about 1 m (3 ft) and often for larger drops as well."