Packet: Tiffin City Council Work Session (09/15/2026)
packet
Document 281
Dated September 15, 2026City Council — work session, September 15, 2026 730 pages
Ordinance 1983-117, Ordinance 2018-437, Ordinance 2010-302, Ordinance 2012-309, Ordinance 2007-288, Ordinance 2012-313, Ordinance 2007-287, Ordinance 2018-433, Ordinance 2019-446, Ordinance 2012-319, Ordinance 69
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Packet: Tiffin City Council Work Session (09/15/2026), Page 367 of 730
Text from the PDF text layer; check the PDF for anything that matters.CHAPTER 158 SUDAS
displacement, abrasion, or shock. Special provisions shall also be
made for installation of energy dissipation structures downstream of
any location with pipe flow velocities greater than 15 feet per
second.”
D. 2D-1 D. 7. a. Add the following sub-paragraphs.
“1. The maximum slope for storm sewer outlet lines shall be 10
percent.
2. If reinforced concrete pipe is utilized for outlet lines having a
slope greater than or equal to eight percent, all joints must be tied
together. The flared end section and the last two pipe joints shall be
tied together in all instances regardless of pipe slope.”
E. 2D-1 D. 10. Add the following:
“10. Permitted Flows:
a. No sanitary sewers, sanitary sewer services, or septic
tanks shall be discharged into storm sewers.
b. No flows from commercial car washes shall be
discharged into storm sewers.
c. Sump pump discharge of ground and surface water is
permitted.
d. Only groundwater is permitted in sump pump
discharge tiles less than 12-inches in diameter. No surface
water or roof drains from private residences are permitted in
these systems. Roof drains from commercial developments
are permitted.”
F. 2D-1 D. 11. Add the Following:
“11. Outlets: All pipe outlets must extend to an existing, established
drainage channel. If there are no existing channels within the
property being developed, the developer shall convey the stormwater
through an underground piping system to the nearest established
drainage channel.”
G. 2D-1 D. 12. Add the following:
“12. Subsurface Drainage:
a. In predominantly wet areas, area containing hydric
soils, and other such areas designated by the City Engineer,
a subsurface drainage system shall be provided to receive
discharge from sump pumps.
b. A two-inch service connection manufacture
specifically for the pipe being used and approved by the City
Engineer shall be provided for each lot abutting the
subsurface drainage system.
c. The end of all sump pump services shall be marked
with a metal post or number four rebar at least 24 - inches in
CODE OF ORDINANCES, TIFFIN, IOWA
- 1359 -
Sources
- City agenda center (revize): Agenda packet (packet_2026-09-15_3ae8c189-9979-4d30-987b-38d0c38bde62.pdf) — where it was found first seen Oct 12, 2026
Data last updated November 5, 2026. Built from the archive's documents; see how the data is built.