Laserfiche WebLink
r <br />1 <br />I1 <br />4 <br />i <br />I <br />! <br />I <br />4 <br />\ <br />1 <br />1 <br />i <br />i <br />I <br />!• <br />J <br />1 <br />i <br />Elevation <br />Lake <br />-“(no nane) <br />School - • - <br />--(no nane) <br />Wolsfeld <br />Holy Name <br />Lydiard <br />Dickeys <br />(ft. MSL)Acres Location <br />1,000 7S Medina <br />990 11 II <br />>12 • f <br />-36 If <br />994 80 If <br />976 20 Orono <br />982 13 • 1 <br />The average level of Long Lake is 944 feet, A fish <br />trap combined with a stop log control is maintained by <br />the DNR in the concrete box culvert outlet structure <br />located north of Old Long Lake Road on the Union Ceme- <br />tary property owned by the City of Orono, From this <br />point, the lake outlet flows are carried via Long Lake <br />Creek and County Ditch No, 27 to Tanager Lake ar.d Lake <br />Minnetonka (see Figure 2). <br />2. Simulated Storm Water Runoff Hydrology <br />A simulation of a 24-hour, 100-year storm was done on <br />the Long Lake Watershed, The Long Lake Watershed has <br />a very intricate flow network with many sub-watershcds <br />flowing into others. For instance, sub-watershed LL14, <br />which is located mostly in Medina (see Figure 2) flows <br />into LL4 and then directly into Long Lake, This flow <br />network is interesting because of its volume, LL14 has <br />2 950 total acres and discharges into LL4 at a rate of <br />195,3 c,f,s, (see Table 1), LL4 then temporarily stores <br />part of this water and discharges into Long Lake at a <br />rate of 90,8 c.f,s. This type of situation exists to <br />a certain degree in many of the other sub-watersheds. <br />Marshes and Wetlands <br />The total watershed area consists of approximately 1,950 <br />acres and is comprised of the following catagories: <br />Acres Percent <br />1,417 <br />11 <br />17 <br />Land (approx,) <br />Marshes and <br />Wetlands (approx,) 208 <br />Lakes 525 <br />To effectively evaluate the marsh and wetlands areas <br />within this watershed, they were analyzed for pollution <br />from storm water runoff and potential pollution assimi­ <br />lation within each sub-watershed. <br />a. Quality <br />VII-9