DBHYDRO	reports

Hydraulic Details Site Pumped Well X-Coord(ft) Y-Coord (ft) FT PIERCE MAINLAND WATER RECLAMATION FACILITY FPMWRF-IW1 858271 1110138 Start Test Date: 17-MAY-2007 0000 Aquifer: Test Type: PACKER Transmissivity (ft2/day): 8 Discharge Rate (gal/min): 20 Horizontal K (ft/day): Hours Pumped: 4.1 Vertical K (ft/day): Tested Interval Min. (ft BLS): 1832 Storativity: Tested Interval Max. (ft BLS): 1850 Leakance (1/day): No. Monitored Wells: Specific Capacity (gpm/ft): .2 Source Reference Citation 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. 1 Comments: Analyzed by Theis Recovery method. TDS =13,230 mg/l Max Drawdown [ft] = 107.9 Site Pumped Well X-Coord(ft) Y-Coord (ft) FT PIERCE MAINLAND WATER RECLAMATION FACILITY FPMWRF-IW1 858271 1110138 Start Test Date: 18-MAY-2007 0000 Aquifer: Test Type: PACKER Transmissivity (ft2/day): 8 Discharge Rate (gal/min): 17 Horizontal K (ft/day): Hours Pumped: 4.3 Vertical K (ft/day): Tested Interval Min. (ft BLS): 1790 Storativity: Tested Interval Max. (ft BLS): 1808 Leakance (1/day): No. Monitored Wells: Specific Capacity (gpm/ft): .2 Source Reference Citation 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. 1 Comments: Analyzed by Theis Recovery method. TDS = 5380 mg/l Max Drawdown [ft] = 105.1 Site Pumped Well X-Coord(ft) Y-Coord (ft) FT PIERCE MAINLAND WATER RECLAMATION FACILITY FPMWRF-IW1 858271 1110138 Start Test Date: 17-JUL-2007 0000 Aquifer: Test Type: PACKER Transmissivity (ft2/day): 2 Discharge Rate (gal/min): 3.7 Horizontal K (ft/day): Hours Pumped: 25.6 Vertical K (ft/day): Tested Interval Min. (ft BLS): 2863 Storativity: Tested Interval Max. (ft BLS): 2881 Leakance (1/day): No. Monitored Wells: Specific Capacity (gpm/ft): .06 Source Reference Citation 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. 1 Comments: Analyzed by Theis Recovery method Max Drawdown [ft] = 64.2 Site Pumped Well X-Coord(ft) Y-Coord (ft) FT PIERCE MAINLAND WATER RECLAMATION FACILITY FPMWRF-IW1 858271 1110138 Start Test Date: 21-JUL-2007 0000 Aquifer: Test Type: PACKER Transmissivity (ft2/day): 2 Discharge Rate (gal/min): 5.4 Horizontal K (ft/day): Hours Pumped: 6 Vertical K (ft/day): Tested Interval Min. (ft BLS): 2731 Storativity: Tested Interval Max. (ft BLS): 2759 Leakance (1/day): No. Monitored Wells: Specific Capacity (gpm/ft): .1 Source Reference Citation 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. 1 Comments: Analyzed by Theis Recovery method Max Drawdown [ft] = 62.2 Site Pumped Well X-Coord(ft) Y-Coord (ft) FT PIERCE MAINLAND WATER RECLAMATION FACILITY FPMWRF-IW1 858271 1110138 Start Test Date: 23-JUL-2007 0000 Aquifer: Test Type: PACKER Transmissivity (ft2/day): Discharge Rate (gal/min): 0.2 Horizontal K (ft/day): Hours Pumped: 51.3 Vertical K (ft/day): Tested Interval Min. (ft BLS): 2251 Storativity: Tested Interval Max. (ft BLS): 2279 Leakance (1/day): No. Monitored Wells: Specific Capacity (gpm/ft): 0 Source Reference Citation 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. 1 Comments: Hydraulic properties not determined Max Drawdown [ft] = 85.9 Site Pumped Well X-Coord(ft) Y-Coord (ft) FT PIERCE MAINLAND WATER RECLAMATION FACILITY FPMWRF-IW1 858271 1110138 Start Test Date: 26-JUL-2007 0000 Aquifer: Test Type: PACKER Transmissivity (ft2/day): Discharge Rate (gal/min): 0.2 Horizontal K (ft/day): Hours Pumped: 27.4 Vertical K (ft/day): Tested Interval Min. (ft BLS): 2511 Storativity: Tested Interval Max. (ft BLS): 2539 Leakance (1/day): No. Monitored Wells: Specific Capacity (gpm/ft): 0 Source Reference Citation 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. 1 Comments: Hydraulic properties not determined Max Drawdown [ft] = 49.1 Site Pumped Well X-Coord(ft) Y-Coord (ft) FT PIERCE MAINLAND WATER RECLAMATION FACILITY FPMWRF-IW1 858271 1110138 Start Test Date: 27-JUL-2007 0000 Aquifer: Test Type: PACKER Transmissivity (ft2/day): 1 Discharge Rate (gal/min): 2.3 Horizontal K (ft/day): Hours Pumped: 36.2 Vertical K (ft/day): Tested Interval Min. (ft BLS): 2471 Storativity: Tested Interval Max. (ft BLS): 2499 Leakance (1/day): No. Monitored Wells: Specific Capacity (gpm/ft): 0 Source Reference Citation 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. 1 Comments: Analyzed by Theis Recovery method Max Drawdown [ft] = 84.6 Site Pumped Well X-Coord(ft) Y-Coord (ft) FT PIERCE MAINLAND WATER RECLAMATION FACILITY FPMWRF-IW1 858271 1110138 Start Test Date: 30-JUL-2007 0000 Aquifer: Test Type: PACKER Transmissivity (ft2/day): 18 Discharge Rate (gal/min): 21 Horizontal K (ft/day): Hours Pumped: 11.1 Vertical K (ft/day): Tested Interval Min. (ft BLS): 2673 Storativity: Tested Interval Max. (ft BLS): 2731 Leakance (1/day): No. Monitored Wells: Specific Capacity (gpm/ft): .4 Source Reference Citation 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. 1 Comments: Analyzed by Theis Recovery method Max Drawdown [ft] = 55 Page generated at: 04-OCT-2025 10:17 EDT

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