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Hydraulic Details

SitePumped WellX-Coord(ft)Y-Coord (ft)
J.J. WIGGINSGL-258585238920385

Start Test Date:14-AUG-1958 0000Aquifer:
Test Type:APTTransmissivity (ft2/day):15374
Discharge Rate (gal/min):340Horizontal K (ft/day):
Hours Pumped:11.5Vertical K (ft/day):
Tested Interval Min. (ft BLS):55Storativity:.0003
Tested Interval Max. (ft BLS):80Leakance (1/day):
No. Monitored Wells:2Specific Capacity (gpm/ft):
SourceReferenceCitation Id
US GEOLOGICAL SURVEY T.P. 88-12
Comments:

Well Name X Coord
(ft)		 Y Coord
(ft)		 Analysis Method Distance
from
Production
Well
(ft)		 Max.
Drawdown
(ft)		 Transmissivity
(ft**2/day)		 Storativity Leakance
GL-258
585238
920385
COOPER-JACOB APPROXIMATION
3200
.51
15374
.0003
GL-259
585238
920385
COOPER-JACOB APPROXIMATION
855
1.57
14037
.00021


SitePumped WellX-Coord(ft)Y-Coord (ft)
J.J. WIGGINSGL-258585238920385

Start Test Date:14-AUG-1958 0001Aquifer:LOWER TAMIAMI AQUIFER
Test Type:APTTransmissivity (ft2/day):12200
Discharge Rate (gal/min):340Horizontal K (ft/day):140
Hours Pumped:11.5Vertical K (ft/day):
Tested Interval Min. (ft BLS):55Storativity:.00039
Tested Interval Max. (ft BLS):80Leakance (1/day):.0004
No. Monitored Wells:2Specific Capacity (gpm/ft):
SourceReferenceCitation Id
CONSULTANT Murray Consultants Inc., 2008. Impact Analysis, City of Moore Haven, SFWMD CUP #22-00045-W, Glades County.
Comments:Re-analysis of 1958 test data by distance drawdown method. Casing depth of original well unknown, estimated @55' based on position of aquifer top

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