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Drainage Unit <br />Unit <br />Notation <br />Hydraulic Parameters <br />Type Value Units <br />Location <br />Source and Notes <br />value <br />Converted K Values <br />units value <br />units <br />Percolation Test from 1967 <br />Alluvium <br />Qal <br />K <br />80 <br />ft/day <br />Storke Yard <br />Woodward -Clyde 1991 <br />5.6E -02 <br />ft/min <br />2.8E -02 <br />cm /s <br />Arkansas <br />(GW Monitoring Plan) <br />Silver Plume <br />Granite <br />K, avg <br />3.60E -05 <br />cm /s <br />Near Henderson Mill <br />Packer Tests, as qtd. <br />1991 GW Monitoring Plan <br />7.1E -05 <br />ft/min <br />3.6E -05 <br />cm /s <br />Recovery <br />1.50 <br />gpm <br />EVMW -1S <br />- <br />- <br />- <br />- <br />Quartz <br />Recovery <br />0.15 <br />gpm <br />EVMW -1D <br />Recorvery Rate During <br />- <br />- <br />- <br />- <br />Eagle <br />Monzonite <br />Tqpm <br />Recovery <br />0.50 <br />gpm <br />EVMW -2 <br />Development <br />- <br />- <br />- <br />- <br />Recovery <br />0.15 <br />gpm <br />EVMW -3S <br />Tetra -Tech 2011 <br />- <br />- <br />- <br />- <br />Recovery <br />0.15 <br />gpm <br />EVMW -3D <br />- <br />- <br />- <br />- <br />T <br />525.7 - 549.9 <br />ft /day <br />- <br />- <br />- <br />- <br />K, low <br />9.4 <br />ft/day <br />6.5E -03 <br />ft/min <br />3.3E -03 <br />cm /s <br />Alluvium <br />Qal <br />K, high <br />9.7 <br />ft/day <br />Pump Test at GW#2 <br />Proposed PDWTP <br />Pump Test at GW #2 <br />Kumar 2011 <br />6.7E -03 <br />ft/min <br />3.4E -03 <br />cm /s <br />Yield <br />3.3 <br />gpm /ft <br />- <br />- <br />- <br />- <br />Thickness <br />36 <br />ft <br />- <br />- <br />- <br />- <br />Alluvium <br />Qal <br />K, low <br />2595 <br />ft/yr <br />Near 5 -Dam <br />4.9E -03 <br />ft/min <br />2.5E -03 <br />cm /s <br />K, high <br />88378 <br />ft/yr <br />1.7E -01 <br />ft/min <br />8.5E -02 <br />cm /s <br />Tenmile <br />Glacial Till <br />Qtp <br />K, low <br />22 <br />ft/yr <br />Near 5 <br />4.2E -05 <br />ft/min <br />2.1E -05 <br />cm /s <br />K, high <br />1238 <br />/Yr <br />ft/yr <br />-Dam <br />Tests <br />2.4E -03 <br />ft/min <br />1.2E -03 <br />cm /s <br />Mintum Fm <br />IPm <br />K, low <br />0 <br />Near 5 -Dam <br />Kumar 1994, as qtd. <br />Tetra Tech 2011 <br />0.0E +00 <br />ft /min <br />0.0E +00 <br />cm /s <br />K, high <br />596 <br />ft/yr <br />1.1E -03 <br />ft/min <br />5.8E -04 <br />cm /s <br />Quartz <br />Tqpm <br />K, low <br />18 <br />ft/yr <br />3.4E -05 <br />ft/min <br />1.7E -05 <br />cm /s <br />Monzonite <br />K, high <br />54 <br />ft/yr <br />Near 5 -Dam <br />1.0E -04 <br />ft/min <br />5.2E -05 <br />cm /s <br />Mintum Fm <br />IPM <br />Yield low <br />3 <br />gpm <br />Office Well <br />Well Yield During Installation <br />- <br />- <br />- <br />- <br />Yield, high <br />5 <br />gpm <br />Curtis Wells 1996 <br />- <br />- <br />- <br />- <br />Mintum Fm <br />IPm <br />K <br />5.70E -05 <br />cm /s <br />Boring 1, deepest screen <br />Packer Test <br />1.1E -04 <br />ft/min <br />5.7E -05 <br />cm /s <br />K <br />8.80E -05 <br />cm /s <br />Piezometer 2A (deepest) <br />Steffens 2005 <br />1.7E -04 <br />ft/min <br />8.8E -05 <br />cm /s <br />Gulch Slope <br />K <br />1.6 <br />ft/yr <br />Test Pits from 1963 <br />3.0E -06 <br />ft/min <br />1.5E -06 <br />cm /s <br />McNulty <br />Gulch Bottom <br />K <br />6.6 <br />ft/yr <br />Test Pits in Gulch <br />Woodward 1963 <br />1.3E -05 <br />ft/min <br />6.4E -06 <br />cm /s <br />Gulch <br />T <br />8 320 <br />ft2/day <br />- <br />- <br />- <br />- <br />Quartz <br />Step Drawdown Test <br />Monzonite <br />Tqpm <br />Thickness <br />ft <br />McNulty Well <br />Titan calculations 1995 <br />- <br />- <br />- <br />- <br />K <br />2.51 <br />ft/day <br />1.7E -03 <br />ft/min <br />8.9E -04 <br />cm /s <br />Table 1 <br />Summary of Field- Derived Aquifer Parameters <br />