Englebeck Ditch Petition Project #113 Final Hearing
Presented by: Daniel B. Toris Jr., P.E., P.S. Ottawa County Deputy Drainage Engineer
Englebeck Ditch Petition Project #113 Final Hearing Presented by: - - PowerPoint PPT Presentation
Englebeck Ditch Petition Project #113 Final Hearing Presented by: Daniel B. Toris Jr., P.E., P.S. Ottawa County Deputy Drainage Engineer Englebeck Ditch Petition Filed by Denton S. Glovinsky with the Ottawa County Commissioners Intent
Presented by: Daniel B. Toris Jr., P.E., P.S. Ottawa County Deputy Drainage Engineer
County Commissioners
device on the Fulton Street outlet of the Englebeck Ditch storm sewer conveyance system located in Portage Township.
Commissioners
(Factors to consider per ORC 6131)
gate for the outlet of the Englebeck Ditch culvert at Fulton Street.
replacement project at a later date.
ITEM QUANTITY UNITS DESCRIPTION
COST TOTAL 611 1 Each Special - Backflow Preventer, Drainage Gate 15,500.00 $ 15,500.00 $ 15,500.00 $ HEAVY-DUTY FLAP GATE
$ 15,500
$ 5,000
$ 5,000
$ 1,550
$ 1,550 Total = $ 28,600
$ 15,500
$ 5,000
$ 5,000
$ 1,550
$ 2,736 Total = $ 29,786
“Benefit” as defined in ORC 6131.01 (F)
Advantages to land and land owners…public entities…resulting from drainage, conservation, control and management of water,… and environmental improvements. 1. Factors relevant to advantages a) The watershed or entire land area drained or affected by the improvement b) Total volume of water draining into improvement and amount contributed by each land owner c) The use to be made by each land owner 2. Benefit(s) include a) Elimination or reduction of damage from flooding b) Removal of water conditions that jeopardize health, safety, or welfare c) Increase land value due to improvement d) Use of water for irrigation, storage…or other incidental purpose e) Providing an outlet for the accelerated runoff…from uplands that have been removed from their natural state…by human methods, shall be considered to be benefited…
Flooding
indicates EL. 575.0
land becomes affected
Flooding
indicates EL. 574.0
flooding relief
Wonnell Ditch
construction in 1965 re-routed and added ditch breaks
ditch break is at an elevation of 574.0
$574/Ac. x 64 Ac. = $36,736 *wetlands removed* $574/Ac. x 36 Ac. = $20,664
152 Parcels X $500/Parcel = $76,000 *watershed 112 Parcels X $500/Parcel = $56,000 correction*
duty flap gate is 0.69 times the projected cost of the project.
Assessments to parcels are calculated according to the following guidelines as listed in ORC 6131.15
improvement (land value)
Basically, the greater your land value, the more land you have, the more of the project you use, and the closer you are to the flood prone area, the more you are assessed.
area demonstrates a need for improved drainage.
but costs should minimal.
flap gate.
prevent the backward flow of water during times of flood or high tide of the Sandusky Bay, however it directly benefits productive agricultural acres only for the duration of time it takes for Lake water to backflow from Wonnell Ditch.
typical financial calculations the benefits do not outweigh the cost of the project. Because of this fact we do not recommend this project as it stands. However, we feel that it is imperative that the property owners directly affected by the lake backflow be given the chance to weigh in on their own personal impacts prior to the Board making their final decision.