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Hydraulic Details

SitePumped WellX-Coord(ft)Y-Coord (ft)
NORTH MARTIN COUNTY WWTP- JENSEN BEACHM-13588957671057443

Start Test Date:05-APR-0001 0000Aquifer:FLORIDAN AQUIFER SYSTEM
Test Type:PACKERTransmissivity (ft2/day):88.75
Discharge Rate (gal/min):9.5Horizontal K (ft/day):8.7874
Hours Pumped:Vertical K (ft/day):
Tested Interval Min. (ft BLS):2082.3Storativity:
Tested Interval Max. (ft BLS):2092.2Leakance (1/day):
No. Monitored Wells:Specific Capacity (gpm/ft):
SourceReferenceCitation Id
CONSULTANT ARCADIS GERAGHTY & MILLER, JUNE, 28, 2001; REQUEST FOR FINAL-CASING SETTING-DEPTH APPROVAL, PROPOSED INJECTION WELL NO. 2, NORTH MARTIN COUNTY INJECTION WELL SYSTEM JENSEN BEACH, MARTIN COUNTY, FL
Comments:TRANSMISSIVITY IS ESTIMATED. HORIZONTAL HYDRAULIC CONDUCTIVITY IS FROM THE TURCAN (1963) METHOD OF INTERPRETATION. HORIZONTAL HYDRAULIC CONDUCTIVITY USING THE COOPER-JACOB (1946) METHOD OF INTERPRETATION = 17.5748 (G/D/FT); ESTIMATED TRANSMISSIVITY = 1299 (G/D/FT) HORIZONTAL HYDRAULIC CONDUCTIVITY USING THE PAPADOPULOS-COOPER (1967) METHOD OF INTERPRETATION = 3.1181 (G/D/FT); ESTIMATED TRANSMISSIVITY = 229 (G/D/FT)



SitePumped WellX-Coord(ft)Y-Coord (ft)
NORTH MARTIN COUNTY WWTP- JENSEN BEACHM-13588957671057443

Start Test Date:06-APR-0001 0000Aquifer:FLORIDAN AQUIFER SYSTEM
Test Type:PACKERTransmissivity (ft2/day):238.75
Discharge Rate (gal/min):25Horizontal K (ft/day):23.8111
Hours Pumped:Vertical K (ft/day):
Tested Interval Min. (ft BLS):2027.3Storativity:
Tested Interval Max. (ft BLS):2037.2Leakance (1/day):
No. Monitored Wells:Specific Capacity (gpm/ft):
SourceReferenceCitation Id
CONSULTANT ARCADIS GERAGHTY & MILLER, JUNE, 28, 2001; REQUEST FOR FINAL-CASING SETTING-DEPTH APPROVAL, PROPOSED INJECTION WELL NO. 2, NORTH MARTIN COUNTY INJECTION WELL SYSTEM JENSEN BEACH, MARTIN COUNTY, FL
Comments:TRANSMISSIVITY IS ESTIMATED. HORIZONTAL HYDRAULIC CONDUCTIVITY USING IS FROM THE TURCAN (1963) METHOD OF INTERPRETATION. HORZONTAL HYDRAULIC CONDUCTIVITY USING THE COOPER-JACOB (1964) METHOD OF INTERPRETATION = 24.9449 (G/D/FT); ESTIMATED TRANSMISSIVITY = 1850 (G/D/FT) HORIZONTAL HYDRAULIC CONDUCTIVITY USING THE PAPADOPULOS-COOPER (1967) METHOD OF INTERPRETATION = 8.2205 (G/D/FT); ESTIMATED TRANSMISSIVITY = 601 (G/D/FT)



SitePumped WellX-Coord(ft)Y-Coord (ft)
NORTH MARTIN COUNTY WWTP- JENSEN BEACHM-13588957671057443

Start Test Date:05-JUN-0001 0248Aquifer:FLORIDAN AQUIFER SYSTEM
Test Type:PACKERTransmissivity (ft2/day):24.66
Discharge Rate (gal/min):10Horizontal K (ft/day):1.1055
Hours Pumped:8.37Vertical K (ft/day):
Tested Interval Min. (ft BLS):2578Storativity:
Tested Interval Max. (ft BLS):2589Leakance (1/day):
No. Monitored Wells:Specific Capacity (gpm/ft):
SourceReferenceCitation Id
CONSULTANT ARCADIS GERAGHTY & MILLER, JUNE 28, 2001; REQUEST FOR FINAL-CASING SETTING-DEPTH APPROVAL, PROPOSED INJECTION WELL NO. 2, NORTH MARTIN COUNTY INJECTION WELL SYSTEM JENSEN BEACH, MARTIN COUNTY, FL
Comments:TRANSMISSIVITY IS ESTIMATED. HORIZONTAL HYDRAULIC CONDUCTIVITY IS FROM USING THE TURCAN (1963) METHOD OF INTERPRETATION. HORIZONTAL HYDRAULIC CONDUCTIVITY USING THE PAPADOPULOS-COOPER (1967), RECOVERY CURVE METHOD OF INTERPRETATION = 0.8787 (G/D/FT); ESTIMATED TRANSMISSIVITY = 403 (G/D/FT) THE COOPER-JACOB (1946) METHOD OF INTERPRETATION COULD NOT BE USED TO ESTIMATE TRANSMISSIVITY FOR THE JUNE 5, 2001 PACKER TEST BECAUSE PUMPING-RATE VARIATIONS INVALIDATED THE "STABILIZED" DRAWDOWN DATA.



SitePumped WellX-Coord(ft)Y-Coord (ft)
NORTH MARTIN COUNTY WWTP- JENSEN BEACHM-13588957671057443

Start Test Date:06-JUN-0001 0614Aquifer:FLORIDAN AQUIFER SYSTEM
Test Type:PACKERTransmissivity (ft2/day):64.5
Discharge Rate (gal/min):19Horizontal K (ft/day):3.1181
Hours Pumped:8.35Vertical K (ft/day):
Tested Interval Min. (ft BLS):2416.2Storativity:
Tested Interval Max. (ft BLS):2426.2Leakance (1/day):
No. Monitored Wells:Specific Capacity (gpm/ft):
SourceReferenceCitation Id
CONSULTANT ARCADIS GERAGHTY & MILLER, JUNE 28, 2001; REQUEST FOR FINAL-CASING SETTING-DEPTH APPROVAL, PROPOSED INJECTION WELL NO. 2, NORTH MARTIN COUNTY INJECTION WELL SYSTEM JENSEN BEACH, MARTIN COUNTY, FL
Comments:TRANSMISSIVITY IS AN ESTIMATE. HORIZONTAL HYDRAULIC CONDUCTIVITY IS FROM USING THE TURCAN (1963) METHOD OF INTERPRETATION. HORIZONTAL HYDRAULIC CONDUCTIVITY USING THE COOPER-JACOB (1946), RECOVERY CURVE METHOD OF INTERPRETATION = 13.3229 (G/D/FT); ESTIMATED TRANSMISSIVITY = 1979 (G/D/FT) HORIZONTAL HYDRAULIC CONDUCTIVITY USING THE PAPADOPULOS-COOPER (1967) METHOD OF INTERPRETATION = 2.6929 (G/D/FT); ESTIMATED TRANSMISSIVITY = 403 (G/D/FT)



SitePumped WellX-Coord(ft)Y-Coord (ft)
NORTH MARTIN COUNTY WWTP- JENSEN BEACHM-13588957671057443

Start Test Date:09-JUN-0001 0228Aquifer:FLORIDAN AQUIFER SYSTEM
Test Type:PACKERTransmissivity (ft2/day):48.64
Discharge Rate (gal/min):21Horizontal K (ft/day):1.0488
Hours Pumped:13.183Vertical K (ft/day):
Tested Interval Min. (ft BLS):2685.4Storativity:
Tested Interval Max. (ft BLS):2708.5Leakance (1/day):
No. Monitored Wells:Specific Capacity (gpm/ft):
SourceReferenceCitation Id
CONSULTANT ARCADIS GERAGHTY & MILLER, JUNE 28, 2001; REQUEST FOR FINAL-CASING SETTING-DEPTH APPROVAL, PROPOSED INJECTION WELL NO. 2, NORTH MARTIN COUNTY INJECTION WELL SYSTEM JENSEN BEACH, MARTIN COUNTY, FL
Comments:TRANSMISSIVITY IS AN ESTIMATE. HORIZONTAL HYDRAULIC CONDUCTIVITY IS FROM THE TURCAN (1963) METHOD OF INTERPRETATION. HORIZONTAL HYDRAULIC CONDUCTIVITY USING THE PAPADOPULOS-COOPER (1967) METHOD OF INTERPRETATION = 0.8787 (G/D/FT); ESTIMATED TRANSMISSIVITY 301 (G/D/FT) THE COOPER-JACOB METHOD (1946) COULD NOT BE USED TO ESTIMATE TRANSMISSIVITY FOR THE JUNE 9, 2001 PACKER TESTS BECAUSE PUMPING-RATE VARIATIONS INVALIDATED THE "STABILIZED" DRAWDOWN DATA.



SitePumped WellX-Coord(ft)Y-Coord (ft)
NORTH MARTIN COUNTY WWTP- JENSEN BEACHM-13588957671057443

Start Test Date:14-JUN-2001 1022Aquifer:FLORIDAN AQUIFER SYSTEM
Test Type:PACKERTransmissivity (ft2/day):5.53
Discharge Rate (gal/min):3Horizontal K (ft/day):.27
Hours Pumped:8.03Vertical K (ft/day):
Tested Interval Min. (ft BLS):2751.3Storativity:
Tested Interval Max. (ft BLS):2761.3Leakance (1/day):
No. Monitored Wells:Specific Capacity (gpm/ft):
SourceReferenceCitation Id
CONSULTANT ARCADIS GERAGHTY & MILLER, JUNE 28, 2001; REQUEST FOR FINAL-CASING SETTING-DEPTH APPROVAL, PROPOSED INJECTION WELL NO. 2, NORTH MARTIN COUNTY INJECTION WELL SYSTEM JENSEN BEACH, MARTIN COUNTY, FL
Comments:TRANSMISSIVITY IS ESTIMATED. HORIZONTAL HYDRAULIC CONDUCTIVITY IS FROM USING THE TURCAN (1963) METHOD OF INTERPRETATION. HORIZONTAL HYDRAULIC CONDUCTIVITY USING THE COOPER-JACOB (1946) METHOD OF INTERPRETATION = 2.7496 (G/D/FT); ESTIMATED TRANSMISSIVITY = 410 (G/D/FT) HORIZONTAL HYDRAULIC CONDUCTIVITY USING THE PAPADOPULOS-COOPER (1967) METHOD OF INTERPRETATION = 0.1219 (G/D/FT); ESTIMATED TRANSMISSIVITY = 18.1 (G/D/FT)

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