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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />Watershed and Hydrologic Characteristics <br /> <br />Introduction <br /> <br />As part of this research examining the ecological background of Trott Brook, it is <br />important to consider multiple aspects of the hydrology and watershed of the Brook. <br />Hydrologic and watershed data are important to any planning and/or development <br />process. Increasing the understanding of water-related dynamics provides a foundation <br />for planning which values potential impacts on the soil and water resources, which <br />considers the socio-economic impacts of the hydrology and watershed characteristics, <br />and which more fully understands the bio-physical characteristics of the stream and <br />surrounding lands. <br /> <br />Watershed Data <br /> <br />The topographical delineation of the watershed of Trott Brook is documented on <br />Map 1. The headwaters of the Brook are located within Sherburne County at Eagle Lake <br />(west of the City of Ramsey). The Brook meanders through Sherburne and Anoka <br />counties before discharging into the Rum River in Anoka County. The total length of the <br />Brook from Eagle Lake to the Rum River measures approximately 15.5 miles. The <br />stream is fed by groundwater, as evidenced by the high specific conductance readings <br />(429,450,400 micromhos/cm at each of3 sample sites; see Table 1) found during water <br />quality testing during baseflow periods. Conductivity levels larger than 100 <br />micromhos/cm indicate the presence of groundwater discharge into a stream (Brooks, <br />1996). <br /> <br />Hydrologic Data <br /> <br />There has been minimal hydrologic testing completed on Trott Brook (Straub, <br />1996). In 1979, the Flood Insurance Survey was issued by the u.S. Department of <br />Housing and Urban Development in conjunction with the City of Ramsey. <br /> <br />Flow-frequency analysis was conducted for Trott Brook based on multiple <br />regression techniques (USDHUD, 1979). The elevation of 10-,50-, 100-, and 500-year <br />floods for Trott Brook are included in the Appendix. The profiles indicate that the <br /> <br />11 <br />