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<br />WS – Item 2 <br />WORK SESSION STAFF REPORT <br />Work Session Item 2 <br /> <br />Date: January 6, 2014 <br /> <br />To: City Council <br /> <br />From: Michael Grochala <br /> <br />Re: NE 35E Area Drainage Study <br /> <br /> <br />Background <br /> <br />The City Council authorized preparation of the NE 35E Area Drainage Study in Nov ember of 201 2 . <br />The purpose of the study was to evaluate options to address drainage for a 700 acre area lying NE of <br />the 35E interchange. The majority of this area drains to County Ditch 55, under 35E and ultimately <br />to Clearwater Creek. Land within this area is poorly drained with clay soils that ha ve minimal <br />infiltration capacity. Additionally, the tile line (Ditch 55) that conveys water from this area was <br />constructed in the early 1900’s for agricultural purposes. The size of the tile ranges from 10 to 15 <br />inches and does not have the capacity to c arry new ru noff from developing properties . <br /> <br />Given the constraints of the syst em and need to balance agricultural, development and public <br />infrastructure needs , a comprehensive management plan is needed for this area. Addressing both <br />water quality and volume requirements within this area will have an impact on the developability of <br />property within the c orridor. Since this is an area of high importance from an economic development <br />perspective , it appears to be in the best interest of the city and land owners to develop a plan that <br />identifies the best options for stormwater treatment and storage, preservation of natural areas and <br />establishment of a preferred conveyance system and routing for stormwater. <br /> <br />The draft concept plan submitted to the Rice Creek Watershed D istrict (RCWD ) proposes the <br />construction of a new storm sewer line running south to Clearwater Creek. The plan would require <br />approval from the RCWD to increase the allowable rate of stormwater discharge d into the creek from <br />this drainage area . The outlet is proposed to include a gate that will limit this discharge to non -peak <br />periods. This is intended to mitigate any potential impacts downstream of the outlet. S ubmittal of <br />the conceptual plan in September has led to additional d iscussion s with the RCWD as well as data <br />production not originally anticipated with the original contract scope . While RCWD has been <br />cooperative and is taking an active role in modeling efforts we are anticipating additional analysis <br />will be needed from W SB. <br /> <br />The original contra ct for the study was $16,500. Additional work performed by WSB is being billed <br />on an hourly basis. Staff is requesting authorization to increase the contract amount to $25,000 to <br />address continued work on the project . This work will be funded from the Surface Water <br />Management Fund. This fund is established from fees collected from developing properties to cover <br />city planning, administration, and trunk infrastructure costs related to surface water management. <br /> <br />Once an acceptable rate of discharge is arrived at between the City and RCWD it is likely that a more <br />expansive stormwater management plan will need to be submitted to RCWD for approval. This <br />process will be covered under a separate agreement with WSB once the final drainage parameters are <br />determined.