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t.E��Ho <br /> - E>dstinp reeds <br /> O� FYIatITN�treea <br /> Otherk ten of"United <br /> —,y SS1l�aa y site boundary <br /> Proposed creak rokwArtion <br /> Proposed floodplain K <br /> This drawing is dogrammatic imfcaling — <br /> both existing and proposed(concepluat) <br /> creek characteristics. <br /> I , <br /> Proposed Floodplain Proposed Meander Batt <br /> _ <br /> Characteristic Existing Mhigallon Proposed <br /> ' Creek Oes n Goa! Creek d+ <br /> L- Channel length(feet) 7600 = 7800 <br /> Channel slope J%) 0.132 = 0.128 <br /> - Meander bah average width(1061) 216 = 220 I <br /> Floodplain width(loot) 46 < 200 <br /> ~ -- FOpadan habllat(acres) 0 C 39.4 S t: <br /> \ ) Fxtsting Meander Batt <br /> l <br /> I <br /> ,I I. <br /> ® Jones& Stokes Associates, Inc. Figure 5 <br /> Proposed Mitigation for the <br /> Austin Road Landfill Expansion Project <br />