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r <br />is ~ Y <br />FISH MONITORING AND <br />OBSERVATION BRIDGE <br />ADVERSE SLOPE TO INLET TO <br />ENHANCE SEDIMENT DEPOSITION <br />LOG OR PLANE DIVERSION TO <br />CONTROL INFLOW & SEDIMENT <br />SLOPE BOTTOM TO <br />SEDIMENT CHANNEL <br />INCREASE WIDTH TO - <br />ENHANCE SEDIMENT <br />DEPOSITION <br />NARROW AREA FOR - <br />INCREASED VELOCITY TO <br />SWEEP LARVAL FISH <br />INTO WETLANDS. <br />PLANT BANKS WITH <br />NATIVE VEGETATION <br />I WIDE INLET TO INCREASE <br />LARVAL FISH INFLOW TO <br />WETLANDS. <br />WETLAND INLET <br />WETLANDS ~ <br />~ GATE <br />~~ <br />~'~~ <br />~ , BRIDGE <br />WHEN OPEN SEDIMENT <br />SWEPT BACK INTO <br />RIVER <br />SEDIMENT RETURN FLOW CHANNEL <br />TO CLEAN SEDIMENT FROM INLET <br />AFTER THE PEAK (CLOSED FOR <br />FISH INFLOW TO WETLANDS) -~ <br />GREEN RIVER <br />ESCALANTE WETLAND <br />INTAKE DESIGN <br />-FLT ENGINEERING INC.- <br />190 9Q E0L RD. SI7R8 3S3 <br />& CO 8047A {303}W3-0394 <br />P.D. H41 1069 <br />Figure 2. Conceptual Design of the Wetlands Inlet <br />40 <br />