JMA02P003 262 270 Main Street Development Stormwater Management Report

Porous Pavement B Input Values 0.50 R Recharge rate (permeability rate) (in/hr) Specific yield, Sy (dimensionless) 0.150 Sy default value is 0.15; max value is 0.2 provided that a lab test data is submitted Horizontal hydraulic conductivity (in/hr) 0.50 Kh Kh = 5xRecharge Rate (R) in the coastal plain; Kh=R outside the coastal plain 9.000 x 1/2 length of basin (x direction, in feet) 121.170 y 1/2 width of basin (y direction, in feet) 5.61 t Duration of infiltration period (hours) 10.00 hi(0) Initial thickness of saturated zone (feet) 13.996 h(max) Maximum thickness of saturated zone (beneath center of basin at end of infiltration period) 3.996 Δh(max) Maximum groundwater mounding (beneath center of basin at end of infiltration period) Distance from Ground-water center of basin in x Mounding, in feet direction, in feet 3.996 0 2.455 10 Re-Calculate Now 0.372 20 0.028 30 Groundwater Mounding, in feet 0.002 40 4.500 0.002 50 4.000 0.002 60 0.002 70 3.500 0.002 80 3.000 0.002 90 2.500 2.000 1.500 1.000 0.500 0.000 0 10 20 30 40 50 60 70 80 90 100 -0.500 Disclaimer This spreadsheet solving the Hantush (1967) equation for ground-water

40 50 60 70 80 90 100 -0.500 Disclaimer This spreadsheet solving the Hantush (1967) equation for ground-water mounding beneath an infiltration basin is made available to the general public as a convenience for those wishing to replicate values documented in the USGS Scientific Investigations Report 2010-5102 "Groundwater mounding beneath hypothetical stormwater infiltration basins" or to calculate values based on user-specified site conditions. Any changes made to the spreadsheet (other than values identified as user-specified) after transmission from the USGS could have unintended, undesirable consequences. These consequences could include, but may not be limited to: erroneous output, numerical instabilities, and violations of underlying assumptions that are inherent in results presented in the accompanying USGS published report. The USGS assumes no responsibility for the consequences of any changes made to the spreadsheet. If changes are made to the spreadsheet, the user is responsible for documenting the changes and justifying the results and conclusions.