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t <br /> - ULU@ _ _ —� —, <br /> 3H: 1V (TYP) <br /> o 4r <br /> a , I <br /> ? PROPOSED <br /> ---—-- — — — — —---—---— — PUMP STATION -------- —� <br /> —PROPOSED <br /> a CITY OF J INLET/OUTLET <br /> h WESTMINSTER PIPE <br /> PROPERTY j <br /> BOUNDARY EXISTING <br /> SOIL—BENTONITE PROPOSED <br /> BARRIER WALL <br /> EXISTING <br /> ' SPILLWAY <br /> Q 1 i POND 3 PROPOSED <br /> RIVERBANK <br /> o, BRIGHTON DITCH--,� j POSSIBLE ALIGNMENT STABILIZATION <br /> z j OF PROPOSED <br /> Q <br /> DIVERSION PIPELINES S <br /> W .O <br /> L-------- `92J <br /> — _ — — PROPOSED SLOPE F <br /> PROTECTION <br /> ry POSSIBLE ALIGNMENT F� <br /> POSSIBLE LOCATIONS •` OF PROPOSED C <br /> OF PROPOSED DIVERSION PIPELINES ( cn <br /> DIVERSION ` ' z <br /> I <br /> STRUCTURE `•� � <br /> o 0.66 acre of permanent impacts associated with th <br /> design modification at Pond 1 °cn <br /> 3 r J _ <br /> t 0.93 acre of permanent impacts to wetlands along <br /> 3H: 1 V (TYP)D PROPOSED p p g <br /> INTERCONNECT PIPE Huett Ditch from construction of the proposed <br /> / spillway, pump station, and inlet and <br /> 4 (PROPOSED ENLARGED outlet structures <br /> o POND 1 PROPOSED . 0.03 acre of permanent impacts to wetlands along <br /> SLOPE PROTECTION p P g <br /> 0 <br /> j the South Platte River for bank stabilization <br /> PROPOSED <br /> SOIL—BENTONITE <br /> LEGEND ------------------------------------------------—---—= BARRIER WALL <br /> REUMINARY <br /> ZNOT FOR CONSTRUCTION <br /> EXISTING ORDINARY HIGH WATER MARK <br /> 3 EXISTING WETLANDS WATTENBERG RESERVOIR <br /> EXISTING UNLINED GRAVEL PONDS 0 300 600 1200 1800 A&L. SPILLWAY AND SLOPE GENERAL PLAN <br /> o PROPOSED IMPACTED WETLANDS PROTECTION <br /> N SCALE IN FEET WESTMINSTER —� <br /> a CONSULTANTS, INC. PROJECT NO. 22105 <br />