DBHYDRO	reports

Hydraulic Details Site Pumped Well X-Coord(ft) Y-Coord (ft) BELLE GLADE IW-1 PB-1186 757543 858555 Start Test Date: 25-DEC-2000 0000 Aquifer: LOWER FLORIDAN AQUIFER SYSTEM Test Type: PACKER Transmissivity (ft2/day): 19.4 Discharge Rate (gal/min): Horizontal K (ft/day): .96 Hours Pumped: Vertical K (ft/day): Tested Interval Min. (ft BLS): 1960 Storativity: Tested Interval Max. (ft BLS): 1980 Leakance (1/day): No. Monitored Wells: Specific Capacity (gpm/ft): Source Reference Citation Id CONSULTANT DUNCAN, J.G., W.L. EVANS, III, J.G. AYLOR, AND L. LI. 1994. GEOLOGICAL FRAMEWORK OF THE LOWER FLORIDAN AQUIFER SYSTEM, ST. LUCIE, MARTIN AND PALM BEACH COUNTIES, FLORIDA. FGS. Comments: Site Pumped Well X-Coord(ft) Y-Coord (ft) BELLE GLADE IW-1 PB-1186 757543 858555 Start Test Date: 25-DEC-2000 0100 Aquifer: LOWER FLORIDAN AQUIFER SYSTEM Test Type: PACKER Transmissivity (ft2/day): 971 Discharge Rate (gal/min): Horizontal K (ft/day): 31.18 Hours Pumped: Vertical K (ft/day): Tested Interval Min. (ft BLS): 1994 Storativity: Tested Interval Max. (ft BLS): 2024 Leakance (1/day): No. Monitored Wells: Specific Capacity (gpm/ft): Source Reference Citation Id CONSULTANT DUNCAN, J.G., W.L. EVANS, III, J.G. AYLOR, AND L. LI. 1994. GEOLOGICAL FRAMEWORK OF THE LOWER FLORIDAN AQUIFER SYSTEM, ST. LUCIE, MARTIN AND PALM BEACH COUNTIES, FLORIDA. FGS. Comments: Site Pumped Well X-Coord(ft) Y-Coord (ft) BELLE GLADE IW-1 PB-1186 757543 858555 Start Test Date: 25-DEC-2000 0200 Aquifer: LOWER FLORIDAN AQUIFER SYSTEM Test Type: PACKER Transmissivity (ft2/day): 12.7 Discharge Rate (gal/min): Horizontal K (ft/day): .43 Hours Pumped: Vertical K (ft/day): Tested Interval Min. (ft BLS): 1610 Storativity: Tested Interval Max. (ft BLS): 1640 Leakance (1/day): No. Monitored Wells: Specific Capacity (gpm/ft): Source Reference Citation Id CONSULTANT DUNCAN, J.G., W.L. EVANS, III, J.G. AYLOR, AND L. LI. 1994. GEOLOGICAL FRAMEWORK OF THE LOWER FLORIDAN AQUIFER SYSTEM, ST. LUCIE, MARTIN AND PALM BEACH COUNTIES, FLORIDA. FGS. Comments: Site Pumped Well X-Coord(ft) Y-Coord (ft) BELLE GLADE IW-1 PB-1186 757543 858555 Start Test Date: 25-DEC-2000 0300 Aquifer: LOWER FLORIDAN AQUIFER SYSTEM Test Type: PACKER Transmissivity (ft2/day): 21.7 Discharge Rate (gal/min): Horizontal K (ft/day): 1.19 Hours Pumped: Vertical K (ft/day): Tested Interval Min. (ft BLS): 2756 Storativity: Tested Interval Max. (ft BLS): 2774 Leakance (1/day): No. Monitored Wells: Specific Capacity (gpm/ft): Source Reference Citation Id CONSULTANT DUNCAN, J.G., W.L. EVANS, III, J.G. AYLOR, AND L. LI. 1994. GEOLOGICAL FRAMEWORK OF THE LOWER FLORIDAN AQUIFER SYSTEM, ST. LUCIE, MARTIN AND PALM BEACH COUNTIES, FLORIDA. FGS. Comments: Site Pumped Well X-Coord(ft) Y-Coord (ft) BELLE GLADE IW-1 PB-1186 757543 858555 Start Test Date: 25-DEC-2000 0400 Aquifer: LOWER FLORIDAN AQUIFER SYSTEM Test Type: PACKER Transmissivity (ft2/day): 23 Discharge Rate (gal/min): Horizontal K (ft/day): 1.28 Hours Pumped: Vertical K (ft/day): Tested Interval Min. (ft BLS): 2513 Storativity: Tested Interval Max. (ft BLS): 2531 Leakance (1/day): No. Monitored Wells: Specific Capacity (gpm/ft): Source Reference Citation Id CONSULTANT DUNCAN, J.G., W.L. EVANS, III, J.G. AYLOR, AND L. LI. 1994. GEOLOGICAL FRAMEWORK OF THE LOWER FLORIDAN AQUIFER SYSTEM, ST. LUCIE, MARTIN AND PALM BEACH COUNTIES, FLORIDA. FGS. Comments: Site Pumped Well X-Coord(ft) Y-Coord (ft) BELLE GLADE IW-1 PB-1186 757543 858555 Start Test Date: 28-FEB-1991 0712 Aquifer: BOULDER ZONE Test Type: SPECIFIC CAPACITY Transmissivity (ft2/day): 64499 Discharge Rate (gal/min): -8800 Horizontal K (ft/day): Hours Pumped: 24 Vertical K (ft/day): Tested Interval Min. (ft BLS): 2850 Storativity: Tested Interval Max. (ft BLS): 3505 Leakance (1/day): No. Monitored Wells: Specific Capacity (gpm/ft): Source Reference Citation Id CONSULTANT GERAGHTY & MILLER. CONSTRUCTION AND TESTING OF INJECTION WELL #1 WITH ASSOCIATED DEEP MONITOR WELL. CITY OF BELLE GLADE WASTEWATER TREATMENT PLANT. JULY, 1991. Comments: INJECTION TEST. T ESTIMATED FROM SPECIFIC CAPACITY. PRESSURE INCREASED 16 PSI EQUIVALENT TO ~ 37' HEAD BUILD-UP: SPECIFIC CAPACITY = 238 GPM/FT Page generated at: 04-OCT-2025 03:56 EDT

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