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Bruce Boehl, Todd Clementoni, Chris Hollen, Kellen Hurst

ROCKVILLE REDEVELOPMENT SHOPPING MALL PROJECT. Bruce Boehl, Todd Clementoni, Chris Hollen, Kellen Hurst. Rose-Hulman Civil Engineering Department. Stormwater Design: Goal: Effectively and efficiently manage stormwater runoff generated from all roof and paved surfaces

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Bruce Boehl, Todd Clementoni, Chris Hollen, Kellen Hurst

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  1. ROCKVILLE REDEVELOPMENT SHOPPING MALL PROJECT Bruce Boehl, Todd Clementoni, Chris Hollen, Kellen Hurst Rose-Hulman Civil Engineering Department Stormwater Design: Goal: Effectively and efficiently manage stormwater runoff generated from all roof and paved surfaces Solution: Designed a 5-inlet stormwater management system consisting of 330 ft. of 14-inch PVC pipe and 290 ft. of 10-inch PVC pipe to adequately support the 11 cfs runoff flow from the site associated with a 10-year, 5-minute design storm, producing a time of concentration of 3.83 minutes Background: Location: Rockville, Indiana - a small community in the heart of Parke County Importance: Residents must travel over 30 miles to Terre Haute or Indianapolis for shopping needs Site Design: Goal: Maximize size and number of stores on the 2.25 acre site Solution: A single 260 ft. x 60 ft., 12 store, wood-framed shopping mall accompanied by an 87-space parking lot and 30 ft. wide loading area that all meet requirements set forth by the local municipal code Rockville Sanitary Sewer Design: Goal: Effectively and efficiently manage all sanitary wastewater on site Solution: Designed 275 ft. of 6-inch PVC pipe to support an average daily wastewater flow of 2450 gpd, a peak daily wastewater flow of 9800 gpd, and an average flow velocity of 6.63 fps to connect the sanitary wastewater from the building to the surrounding system Indianapolis Site Terre Haute Solution: Redevelop the site of an existing dilapidated garage/gas station (shown in photo below) into a vibrant, family-friendly 12-14 store shopping mall (shown in center figure) Client: Trigent Development, LLC Foundation Design: Goal: Adequately design a foundation to support all loads applied to the structure Solution: Designed a 3 foot deep by 2 feet wide continuous footing resting on a silty clay loam soil type with an overconsolidation ratio of 11.5 kips/sf to support the applied dead and live loads of approximately 1.72 kips/ft Construction Cost & Schedule: Goal: Efficiently estimate the construction cost and schedule in an effort to minimize both quantities Solution: Estimated a total cost of roughly $950,000 excluding store-specific interior design costs, that would take approximately 120 work days to complete, based on 5 major construction phases

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