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Drainage Concerns Page 2 of 4 <br /> Long Lake Properties November 4,2009 <br /> 2687 Wayzata Blvd,Orono,MN Comm#11586 <br /> 4. After review of the current improvements, drainage documents going <br /> back to the early 90's, and with considerable discussion, we came to the <br /> following understandings: <br /> a. The established (historic) drainage pattern for a portion of the 2687 <br /> property is to the south and east onto Morrie's property. <br /> b. Morrie previously constructed a storm rip-rap ditch and overflow on <br /> the 2687 property to mitigate water issues along the westerly side of <br /> his building. The ditch and part of the rock overflow were constructed <br /> on the 2687 property. <br /> c. Morrie was concerned that the drain tile from the bottom of the rain <br /> garden provided a constant flow directly to their storm sewer during <br /> recent extended rain events. <br /> d. We briefly reviewed our approved plans and drainage calculations to <br /> clarify that, with the new infiltration basin in place, the quantity and <br /> rate of runoff to Morrie's site has been significantly reduced from <br /> historic flows. <br /> e. Of additional concern were the pond overflow elevation, outflow <br /> characteristics and the construction of the rip-rap overflow. <br /> f. We clarified that the drain tile was to provide temporary relief from <br /> flooding conditions in the pond while vegetation became established <br /> and the surface of the peat layer started providing the required <br /> filtering. It also was in place to provide long-term seepage out fall <br /> from the pond for"filtered" storm water to protect the vegetation at <br /> the bottom of the basin. <br /> After further discussion, we proposed the following, which we believe met <br /> everyone's approval, and which will resolve this issue: <br /> 1. We agreed to survey the completed pond to confirm design volume was <br /> met as constructed. We completed the as built survey work and the <br /> resulting survey showed the as-built volume to be approximately 15% <br /> above the design volume. <br /> 2. We also agreed to review the pond outfall, and to construct a concrete <br /> weir fixed at the approved design elevation. Our survey showed the <br /> current outfall rip-rap weir to be constructed slightly lower than the plan <br /> A Service-disabled Veteran Owned Small Business <br /> LAND DEVELOPMENT • MUNICIPAL • HIGHWAYS • RAILROADS <br /> SURVEYING • WETLANDS 9 ENVIRONMENTAL ASSESSMENTS <br />