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Table C <br /> Summary of Results <br /> City of Stockton—Austin Road Landfill <br /> I <br /> Current Condition <br /> Peak discharge to Little Johns Creek 134 cfs <br /> Post—Development Condition <br /> Peak discharge to detention Pond 185 cfs <br /> Peak discharge to Little Johns Creek 100 cfs <br /> Detention Pond Configuration 28 <br /> Bottom Elevation 33.6 <br /> Maximum design water surface elevation 36 <br /> Top of pond elevation <br /> Pond Dimensions ft x SOOft <br /> Bottom Dimensions(at Elev.28) 1Z7575ft x 500ft <br /> Top Dimensions(at Elev.36) 13 ac—ft <br /> Storage volume at maximum design water surface elevation <br /> Pump capacities/operation <br /> Pump 1 —25 cfs capacity—on at elevation 30 <br /> Pump 2—75 cfs capacity— on at elevation 31 <br /> Pump 3—75 cfs capacity—emergency use only <br /> 1 <br /> 1 <br />