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2.) Minimize the impact by limiting the degree or magnitude of the wetland related <br />activity and its implementation. <br />3.) Rectify the impact by repairing, rehabilitating, or restoring the affected wetland <br />environment with one of at least equal public value. <br />4.) Reduce or eliminate the impact over time by preservation and maintenance operations <br />during the life of the activity. <br />5.) Compensating for the impact by replacing or providing substitute wetland resources <br />or environments with those of at least equal public value. Compensation, including the <br />replacement ratio and quality of replacement should be consistent with the requirements <br />outlined in the rules adopted by the Board of Water and Soil Resources to implement the <br />Wetland Conservation Act of 1991 including any and all amendments to it. <br />6.8 Models/Methodologies/Computations. Hydrologic models and design methodologies <br />used for the determining runoff characteristics and analyzing storm water management <br />structures must be approved by the city engineer. Plans, specifications and computations for <br />storm water management facilities submitted for review must be sealed and signed by a <br />registered professional engineer. All computations must appear on the plans submitted for <br />review, unless otherwise approved by the city engineer. <br />6.9 Variance. Where in the judgment of a registered professional engineer, experienced in the <br />field of storm water and erosion and sediment control, site conditions warrant or where the <br />practices or practice standards will be insufficient to control erosion and sedimentation for a <br />land disturbance activity, the city engineer may grant a variance from this ordinance on a case- <br />by-case basis. The content of a variance must be specific, and must not affect other approved <br />provisions of a plan. <br />A.) The variance request must be in writing. <br />B.) The variance must be in writing and include the reason for granting the variance. <br />6.10 Special Trout Stream Watershed Requirements. <br />A.) There must be no increase in either the volume or rate of storm water runoff for any <br />design storm with a statistical recurrence interval of less than ten (10) years (i.e., the two (2) <br />year, five (5) year, etc. storm events), unless diversion is not practical and/or the soil is not <br />suitable for storm water infiltration techniques. (Commentary: The intent is to encourage <br />either storm water infiltration or diversion, since urban trout streams are a unique <br />resource. Residential development increases the total volume of runoff resulting from a <br />given storm. Since there is a larger volume of water to deal with, limiting the rate of storm <br />runoff to predevelopment rates means that high flows (and therefore souring velocities) will <br />persist for longer periods of time than during predevelopment conditions. This increases <br />15 <br />