Pursuant to section 66-342, the subdivider shall provide stormwater drainage facilities which include curb and
gutter, manholes, catchbasins and inlets, storm sewers, storm sewer laterals from
the main to the lot line, road ditches and open channels, as may be required. All
such facilities are to be of adequate size and grade to hydraulically accommodate
maximum potential volumes of flow, the type of facility required, the design criteria
and the sizes and grades to be approved by the common council designee. The design
shall be based on current state stormwater rules. Such required improvements shall
be dedicated to the city upon such terms and conditions as the common council may
determine. Storm drainage facilities shall be so designed as to present no hazard
to life or property, minimize shoreland erosion and siltation of surface waters, shall
prevent excess runoff on adjacent property and shall provide positive drainage away
from on-site sewage disposal facilities. There shall be no increase in stormwater
runoff as a result of the development; the city may specify base runoff curve standards.
The size, type and installation of all stormwater drain and sewers proposed to be
constructed shall be in accordance with this chapter and plans and standard specifications
approved by the common council designee. Storm drainage facilities shall be so designed
as to minimize hazards to life or property, and the size, type and installation of
all stormwater drains and sewers proposed to be constructed shall be in accordance
with the plans and specifications approved by the common council designee. Storm sewers
oversized to handle runoff from offsite properties will be installed by the subdivider;
however, the cost of oversizing above a 24-inch diameter storm sewer shall be paid
by the developer, with a right of recoupment when other users, other than the city,
connect to the system.
(Code 1994, § 14-1-58)
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