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<br />COMMENTARY ON SHEET 4 <br /> <br />ESTIMATED CONSTRUCTION COST <br /> <br />A grass-lined channel with sections of structural wall channel at constric- <br />tions would be utilized in this reach and the pond at First Avenue and <br />Balsam Streets would be upgraded to provide maximum detention storage. <br /> <br />Item <br /> <br />Extend 48" Reinforced Concrete Pipe (RCP) and <br />add 6' x 4' Reinforced Concrete Box (RCB) at <br />1st Avenue <br /> <br />The grass-lined channel would start below the Rockmont Pond spillway and <br /> <br /> <br />would follow the existing channel thalweg to connect to the recently con- <br /> <br /> <br />structed 100-year channel near the intersection of Balsam Street and Bayaud <br /> <br /> <br />Avenue. Sections of structural wall channel and new reinforced concrete box <br /> <br /> <br />culverts would be constructed at Cody Court, Cody Street, Carr Street, and <br /> <br />Brentwood Street. <br /> <br />Ba 1 sam Pond <br /> <br />Structural Walled Channel Brentwood Street to <br />Cody Street <br /> <br />Grass Lined Channel Cody Street to upstream of <br />Cody Cou rt <br /> <br />10' X 4' RCB at Brentwood Street <br /> <br />Upgrading of the pond at First Avenue would provide a minimum of 10 acre- <br /> <br /> <br />feet of detention storage. Improvements would include excavation and re- <br /> <br /> <br />grading of the pond area to maximize site utilization, while allowing the <br /> <br /> <br />area to be developed into a public park. <br /> <br />10' X 4' RCB at Carr Street <br /> <br />8' X 4' RCB at Cody Street <br />6' x 4' RCB at Cody Court <br /> <br />2 Drop Structures <br /> <br />All improvements would be designed to accommodate the 100-year event. <br /> <br />Utility Relocation <br /> <br />The outlet capacity from the pond would be increased to accommodate the <br />100-year discharge by adding a headwall to the existing 48-inch pipe and <br />by the addition of a parallel 6-foot by 4-foot reinforced concrete box <br />culvert. <br /> <br />C lean- up <br /> <br />TOTAL CONSTRUCTION COSTS <br /> <br />Engineering and Contingencies (25% Construction <br /> <br />Fiscal, Legal and Administrative (8% of Total Above) <br /> <br />If the pond is enlarged before the downstream conduit is installed, <br />additional pond outlet modifications may be desirable, such modifications <br />would reduce the peak flow during very frequent storms. Overflow capacity <br />sufficient to fill the existing 48-inch pipe and the proposed box pipe <br />would be provided at such an outlet. Cost estimates do not include such <br />outlet modifications since they would be temporary until the larger <br />pipes are installed downstream. <br /> <br />Land Acquisition Costs <br /> <br />TOTAL COST <br /> <br />Annual Maintenance Cost <br /> <br />The 100-year floodplain is to be regulated and it is recommended that the <br />residents within the adjacent to the 100-year floodplain be notified annually <br />of the potential flood hazards. <br /> <br />Cost <br /> <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />$ 80,900 <br />$ 24;000 <br /> <br />$ 74;000 <br /> <br />$ 12,000 <br />$ 15,000 <br />$ 30,000 <br />$ 15,000 <br />$ 14;000 <br />$ 10,000 <br />$ 17,000 <br />$ 2,000 <br />$293,900 <br />Costs)$ 80,000 <br /> <br />$ 32,000 <br />$ 80,000 <br />$485,900 <br /> <br />$ 900 <br />