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771 -7-1 :. "-1 <br /> -1 : 7701 --1 ---71 ''�7-7. � ..�1 .. I' 7-71 <br /> 7,71 7—,) 77-1 <br /> LCF,LND <br /> ---,: C..,UV meds <br /> 0� r.s tmp trees <br /> Otnrr ve tars or rl„ l}°ted <br /> $fe tis <br /> --- Study Site ba—ftYy <br /> P—-d creek rtle�atgn j <br /> r1ndicaling <br /> is drawing Is dlagrammaliC with the purpose of P'°"e"" <br /> both existing and proposed <br /> onceptuan creek characteristics. -; <br /> Proposed Floodplain Proposed Meander Bell <br /> - ti r es 2K <br /> r characteristic Existing Mllkgatktn Proposed <br /> ' Creek Design Goal Creek <br /> r. ~ <br /> ' <br /> li Channel length(teat) 7600 = 7800 <br /> Channel slope0.132 0,128 I! <br /> Mleandar bell average width(teat) 216 = 220 <br /> j <br /> - Floodplatn width(teat) 46 C 200 <br /> I Rlparlan habttat(acres) 0 G 39.4 r <br /> Existing Meander Belt <br /> r - 1 <br /> " I <br /> ® Jones& Stokes Associates, Inc. Figure 3-1 <br /> Proposed Project for the Austin Road <br /> Landfill Expansion <br />