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06-23-25 SWS
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06-23-25 SWS
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ARDEN HILLS SPECIAL CITY COUNCIL WORK SESSION — JUNE 23, 2025 12 <br />upstream structure. There is no significant risk with leaving them the way they are. However, we <br />could choose to be forward thinking and add it to the project to get it completed. <br />Fisher said the potential sediment removal at Karth Lake Deltas could improve constructability <br />options, access and management level associated with it. The pricing outlined in this report is <br />separated out into a design alternate. He has reached out to some contractors to try to scope this <br />out because there is some difficulty with access. Other than the park access, the other four <br />locations are going right between houses within existing easements. Four of the five locations are <br />relatively steep. Nearly all of them have some level of tree impacts where some trees within those <br />easements would need to be removed. Some of them have private landscaping that will be <br />impacted. We would have to work with homeowners to potentially salvage or reinstall. We have <br />done this type of improvement on the last project. We would get access to get down to the lake. A <br />storm water pond can typically be fully drained. You drain the water, dig it out with an excavator <br />and load the sediment into a truck. Most of the access locations for this project are so steep that <br />we won't be able to get a dump truck back there. We can't entirely drain lake, like you can a <br />storm water pond. You can create a cofferdam at each of the outlet locations. You take steel sheet <br />piling and pound them in, in a half moon shape to isolate the outlet locations so you can de -water <br />them. This would eliminate the water in the working area. There would still be the issue of getting <br />dump trucks back there. It would require a smaller piece of equipment that would bring that <br />material from the lake, to the truck in the road for removal. The higher costs outlined are due to <br />the compounding issues. It is difficult to specifically identify pricing. <br />Fisher outlined that the report identifies some options that could be explored further. These <br />options include hydraulic dredging. That is the most common technique for clearing boat routes <br />on lakes or hauling routes on rivers. <br />Mayor Pro Tem Monson said realistically the best option is going to be using the coffer dam and <br />then use smaller equipment to bring material to the dump truck. <br />Fisher confirmed. That would accomplish the end goal. The dredging would need boat access. <br />The last feasible option is using a vac truck. Then you would suck the materials underwater. <br />There would be no way to quantify the totality of the benefit. We would just know by the amount <br />of material that you suck up. That would be a cheaper option but less definable. <br />Fisher discussed the sanitary sewer improvements. There will be spot rehabilitations. They will <br />replace the castings on the manholes and install new chimney seals to improve I&I. The manholes <br />that have significant rings at the top that deteriorate over time will be reconstructed. <br />Fisher said they are looking to realign the existing watermain along Highway 96 and put it under <br />the trail, closer to the retaining wall. Spot hydrant and valve replacements will happen based on <br />what Staff had identified. There will also be some curb stop adjustments. Their survey team and <br />City Staff will identify each curb stop in the project area that are either too high or too low and <br />adjust those back to final grade. <br />Fisher said for trail improvements, they would strip the trails and re -overlay them. They would <br />add aggregate base, as needed. There is an electrical box at the pump system, with a four -tiered <br />timber retaining wall that has been identified as failing and contributing to erosion into the lake. <br />They would want to replace that with a single tiered wall. <br />
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