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Hydraulic Details

SitePumped WellX-Coord(ft)Y-Coord (ft)
FT PIERCE MAINLAND WATER RECLAMATION FACILITYFPMWRF-MW18581891110208

Start Test Date:21-OCT-2007 0000Aquifer:
Test Type:PACKERTransmissivity (ft2/day):10
Discharge Rate (gal/min):25Horizontal K (ft/day):
Hours Pumped:4Vertical K (ft/day):
Tested Interval Min. (ft BLS):1875Storativity:
Tested Interval Max. (ft BLS):1950Leakance (1/day):
No. Monitored Wells:Specific Capacity (gpm/ft):.2
SourceReferenceCitation Id
CONSULTANT CH2MHILL, 2007. Engineering report on the construction and testing of the industrial injection well IW-1) and dual-zone monitoring well at the proposed Ft Pierce Utilities Authority Mainland Water Reclamation Facility. Vol. 6
Comments:Analyzed by Theis Recovery method. TDS = 25110 mg/l Max Drawdown [ft] = 128.5



SitePumped WellX-Coord(ft)Y-Coord (ft)
FT PIERCE MAINLAND WATER RECLAMATION FACILITYFPMWRF-MW18581891110208

Start Test Date:22-OCT-2007 0000Aquifer:
Test Type:PACKERTransmissivity (ft2/day):3
Discharge Rate (gal/min):23Horizontal K (ft/day):
Hours Pumped:4.1Vertical K (ft/day):
Tested Interval Min. (ft BLS):1843Storativity:
Tested Interval Max. (ft BLS):1865Leakance (1/day):
No. Monitored Wells:Specific Capacity (gpm/ft):.2
SourceReferenceCitation Id
CONSULTANT CH2MHILL, 2007. Engineering report on the construction and testing of the industrial injection well IW-1) and dual-zone monitoring well at the proposed Ft Pierce Utilities Authority Mainland Water Reclamation Facility. Vol. 5
Comments:Analyzed by Theis Recovery method. TDS = 13870 mg/l Max Drawdown [ft] = 148.5



SitePumped WellX-Coord(ft)Y-Coord (ft)
FT PIERCE MAINLAND WATER RECLAMATION FACILITYFPMWRF-MW18581891110208

Start Test Date:23-OCT-2007 0000Aquifer:
Test Type:PACKERTransmissivity (ft2/day):134
Discharge Rate (gal/min):82Horizontal K (ft/day):
Hours Pumped:3.2Vertical K (ft/day):
Tested Interval Min. (ft BLS):1765Storativity:
Tested Interval Max. (ft BLS):1804Leakance (1/day):
No. Monitored Wells:Specific Capacity (gpm/ft):2.2
SourceReferenceCitation Id
CONSULTANT CH2MHILL, 2007. Engineering report on the construction and testing of the industrial injection well IW-1) and dual-zone monitoring well at the proposed Ft Pierce Utilities Authority Mainland Water Reclamation Facility. Vol. 4
Comments:Analyzed by Theis Recovery method. TDS = 4160 mg/l Max Drawdown [ft] = 36.6



SitePumped WellX-Coord(ft)Y-Coord (ft)
FT PIERCE MAINLAND WATER RECLAMATION FACILITYFPMWRF-MW18581891110208

Start Test Date:24-OCT-2007 0000Aquifer:
Test Type:PACKERTransmissivity (ft2/day):42
Discharge Rate (gal/min):78Horizontal K (ft/day):
Hours Pumped:4Vertical K (ft/day):
Tested Interval Min. (ft BLS):1675Storativity:
Tested Interval Max. (ft BLS):1725Leakance (1/day):
No. Monitored Wells:Specific Capacity (gpm/ft):1.2
SourceReferenceCitation Id
CONSULTANT CH2MHILL, 2007. Engineering report on the construction and testing of the industrial injection well IW-1) and dual-zone monitoring well at the proposed Ft Pierce Utilities Authority Mainland Water Reclamation Facility. Vol. 3
Comments:Analyzed by Theis Recovery method. TDS =1900 mg/l Max Drawdown [ft] = 71.55



SitePumped WellX-Coord(ft)Y-Coord (ft)
FT PIERCE MAINLAND WATER RECLAMATION FACILITYFPMWRF-MW18581891110208

Start Test Date:25-OCT-2007 0000Aquifer:
Test Type:PACKERTransmissivity (ft2/day):1704
Discharge Rate (gal/min):3Horizontal K (ft/day):
Hours Pumped:4.6Vertical K (ft/day):
Tested Interval Min. (ft BLS):1546Storativity:
Tested Interval Max. (ft BLS):1630Leakance (1/day):
No. Monitored Wells:Specific Capacity (gpm/ft):11.4
SourceReferenceCitation Id
CONSULTANT CH2MHILL, 2007. Engineering report on the construction and testing of the industrial injection well IW-1) and dual-zone monitoring well at the proposed Ft Pierce Utilities Authority Mainland Water Reclamation Facility. Vol. 2
Comments:Analyzed by Theis Recovery method. TDS = 960 mg/l Max Drawdown [ft] = 7.29

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