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Hydraulic Details

SitePumped WellX-Coord(ft)Y-Coord (ft)
WEST PALM BEACH WASTEWATER TREATMENT PLANT AREA 2WPB_PW-2938655874536

Start Test Date:14-JUN-1982 1000Aquifer:SURFICIAL AQUIFER SYSTEM
Test Type:APTTransmissivity (ft2/day):40650
Discharge Rate (gal/min):1402Horizontal K (ft/day):
Hours Pumped:24Vertical K (ft/day):
Tested Interval Min. (ft BLS):80Storativity:
Tested Interval Max. (ft BLS):101Leakance (1/day):
No. Monitored Wells:3Specific Capacity (gpm/ft):
SourceReferenceCitation Id
CONSULTANT GERAGHTY AND MILLER INC., OCTOBER 1982, FEASABILITY OF GROUND-WATER DEVELOPMENT CITY OF WEST PALM BEACH, FLORIDA
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
WPB_OBS2-1
938927
874538
BOULTON
300
4
12872
WPB_OBS2-1
938927
874538
COOPER-JACOB APPROXIMATION
300
4
21273
WPB_OBS2-1
938927
874538
RECOVERY
300
4
17005
WPB_OBS2-2
939743
874544
BOULTON
800
1.15
55013
WPB_OBS2-2
939743
874544
COOPER-JACOB APPROXIMATION
800
1.15
91056
WPB_OBS2-2
939743
874544
RECOVERY
800
1.15
86449
WPB_OBS2-3
939832
874746
BOULTON
870
1.06
57317
WPB_OBS2-3
939832
874746
RECOVERY
870
1.06
73712

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