Schuylerville Storm Water 2

Morgan’s Lookout Subdivision and Schuylerville Drainage Infrastructure

Infrastructure Within Morgan’s Lookout UPPER BASIN TO VIADUCT 2 TWO DISCHARGES TO VIADUCT 1 12 INCH STORM SEWER 15 INCH STORM SEWER 18 INCH STORM SEWER 24 INCH STORM SEWER LOWER BASIN TO VIADUCT 2

Existing Drainage Concerns and Approach ,[object Object],[object Object],[object Object],[object Object]

Guidelines for Retention Basins ,[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],Source: New York State Stormwater Management Design Manual, Page 6-8.

Morgan’s Lookout Drainage Areas

NY State Stormwater Design Manual Goals ,[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]

Upper Basin Key Features Three holes in the weir pass large volumes during storm events. Basin wall is eroded near discharge weir

Upper Basin Key Features (continued) Basin walls require minor re-stabilization. Most of forebay appears to be in good shape

Upgrade Approach- Upper Basin ,[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],Source: E.J. Prescott catalog Source: Plasti-Fab

Lower Basin Key Observations ,[object Object],[object Object],[object Object],[object Object],[object Object]

Upgrade Approach- Lower Basin ,[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]

Schuylerville Storm Water 2

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Schuylerville Storm Water 2