DBHYDRO	reports

Hydraulic Details Site Pumped Well X-Coord(ft) Y-Coord (ft) MANATEE RD - ASR C-1102 429141 623390 Start Test Date: 01-NOV-1990 0001 Aquifer: INTERMEDIATE CONFINING UNIT Test Type: PACKER Transmissivity (ft2/day): 2400 Discharge Rate (gal/min): Horizontal K (ft/day): 15 Hours Pumped: Vertical K (ft/day): Tested Interval Min. (ft BLS): 300 Storativity: Tested Interval Max. (ft BLS): 460 Leakance (1/day): No. Monitored Wells: 0 Specific Capacity (gpm/ft): Source Reference Citation Id US GEOLOGICAL SURVEY Reese, 2002. Inventory and Review of Aquifer Storage & Recovery in Southern Florida. USGS WRI 02-4036 Comments: ALL OF THE STEP-DRAWDOWN TESTS ARE INDICATED TO BE PACKER TESTS; HOWEVER, SOME COULD HAVE BEEN A TEST OF AN OPEN INTERVAL BELOW CASING. FOR STEP TEST, TRANSMISSIVITY WAS DETERMINED AT EACH STEP BY AN UNSPECIFIED METHOD IN WALTON (1970). THEN AN ADJUSTED ESTIMATED VALUE OF TRANSMISSIVITY WAS OBTAINED BY PLOTTING TRANSMISSIVITY AGAINST FLOW RATE FOR EACH STEP. Site Pumped Well X-Coord(ft) Y-Coord (ft) MANATEE RD - ASR C-1102 429141 623390 Start Test Date: 01-NOV-1990 0002 Aquifer: MID-HAWTHORN AQUIFER Test Type: PACKER Transmissivity (ft2/day): 20000 Discharge Rate (gal/min): Horizontal K (ft/day): 307.69 Hours Pumped: Vertical K (ft/day): Tested Interval Min. (ft BLS): 465 Storativity: Tested Interval Max. (ft BLS): 530 Leakance (1/day): No. Monitored Wells: 0 Specific Capacity (gpm/ft): Source Reference Citation Id US GEOLOGICAL SURVEY Reese, 2002. Inventory and Review of Aquifer Storage & Recovery in Southern Florida. USGS WRI 02-4036 Comments: ALL OF THE STEP-DRAWDOWN TESTS ARE INDICATED TO BE PACKER TESTS; HOWEVER, SOME COULD HAVE BEEN A TEST OF AN OPEN INTERVAL BELOW CASING. FOR STEP TEST, TRANSMISSIVITY WAS DETERMINED AT EACH STEP BY AN UNSPECIFIED METHOD IN WALTON (1970). THEN AN ADJUSTED ESTIMATED VALUE OF TRANSMISSIVITY WAS OBTAINED BY PLOTTING TRANSMISSIVITY AGAINST FLOW RATE FOR EACH STEP. Site Pumped Well X-Coord(ft) Y-Coord (ft) MANATEE RD - ASR C-1102 429141 623390 Start Test Date: 01-NOV-1990 0003 Aquifer: FLORIDAN AQUIFER SYSTEM Test Type: PACKER Transmissivity (ft2/day): 15000 Discharge Rate (gal/min): Horizontal K (ft/day): 187.5 Hours Pumped: Vertical K (ft/day): Tested Interval Min. (ft BLS): 680 Storativity: Tested Interval Max. (ft BLS): 760 Leakance (1/day): No. Monitored Wells: 0 Specific Capacity (gpm/ft): Source Reference Citation Id US GEOLOGICAL SURVEY Reese, 2002. Inventory and Review of Aquifer Storage & Recovery in Southern Florida. USGS WRI 02-4036 Comments: ALL OF THE STEP-DRAWDOWN TESTS ARE INDICATED TO BE PACKER TESTS; HOWEVER, SOME COULD HAVE BEEN A TEST OF AN OPEN INTERVAL BELOW CASING. FOR STEP TEST, TRANSMISSIVITY WAS DETERMINED AT EACH STEP BY AN UNSPECIFIED METHOD IN WALTON (1970). THEN AN ADJUSTED ESTIMATED VALUE OF TRANSMISSIVITY WAS OBTAINED BY PLOTTING TRANSMISSIVITY AGAINST FLOW RATE FOR EACH STEP. Site Pumped Well X-Coord(ft) Y-Coord (ft) MANATEE RD - ASR C-1102 429141 623390 Start Test Date: 01-NOV-1990 0004 Aquifer: FLORIDAN AQUIFER SYSTEM Test Type: PACKER Transmissivity (ft2/day): 6700 Discharge Rate (gal/min): Horizontal K (ft/day): 74.44 Hours Pumped: Vertical K (ft/day): Tested Interval Min. (ft BLS): 930 Storativity: Tested Interval Max. (ft BLS): 1020 Leakance (1/day): No. Monitored Wells: 0 Specific Capacity (gpm/ft): Source Reference Citation Id US GEOLOGICAL SURVEY Reese, 2002. Inventory and Review of Aquifer Storage & Recovery in Southern Florida. USGS WRI 02-4036 Comments: ALL OF THE STEP-DRAWDOWN TESTS ARE INDICATED TO BE PACKER TESTS; HOWEVER, SOME COULD HAVE BEEN A TEST OF AN OPEN INTERVAL BELOW CASING. FOR STEP TEST, TRANSMISSIVITY WAS DETERMINED AT EACH STEP BY AN UNSPECIFIED METHOD IN WALTON (1970). THEN AN ADJUSTED ESTIMATED VALUE OF TRANSMISSIVITY WAS OBTAINED BY PLOTTING TRANSMISSIVITY AGAINST FLOW RATE FOR EACH STEP. Site Pumped Well X-Coord(ft) Y-Coord (ft) MANATEE RD - ASR C-1102 429141 623390 Start Test Date: 01-NOV-1990 0005 Aquifer: FLORIDAN AQUIFER SYSTEM Test Type: PACKER Transmissivity (ft2/day): 6300 Discharge Rate (gal/min): Horizontal K (ft/day): 157.5 Hours Pumped: Vertical K (ft/day): Tested Interval Min. (ft BLS): 1180 Storativity: Tested Interval Max. (ft BLS): 1220 Leakance (1/day): No. Monitored Wells: 0 Specific Capacity (gpm/ft): Source Reference Citation Id US GEOLOGICAL SURVEY Reese, 2002. Inventory and Review of Aquifer Storage & Recovery in Southern Florida. USGS WRI 02-4036 Comments: ALL OF THE STEP-DRAWDOWN TESTS ARE INDICATED TO BE PACKER TESTS; HOWEVER, SOME COULD HAVE BEEN A TEST OF AN OPEN INTERVAL BELOW CASING. FOR STEP TEST, TRANSMISSIVITY WAS DETERMINED AT EACH STEP BY AN UNSPECIFIED METHOD IN WALTON (1970). THEN AN ADJUSTED ESTIMATED VALUE OF TRANSMISSIVITY WAS OBTAINED BY PLOTTING TRANSMISSIVITY AGAINST FLOW RATE FOR EACH STEP. Site Pumped Well X-Coord(ft) Y-Coord (ft) MANATEE RD - ASR C-1102 429141 623390 Start Test Date: 01-NOV-1990 0006 Aquifer: FLORIDAN AQUIFER SYSTEM Test Type: PACKER Transmissivity (ft2/day): 5700 Discharge Rate (gal/min): Horizontal K (ft/day): 21.84 Hours Pumped: Vertical K (ft/day): Tested Interval Min. (ft BLS): 1345 Storativity: Tested Interval Max. (ft BLS): 1606 Leakance (1/day): No. Monitored Wells: 0 Specific Capacity (gpm/ft): Source Reference Citation Id US GEOLOGICAL SURVEY Reese, 2002. Inventory and Review of Aquifer Storage & Recovery in Southern Florida. USGS WRI 02-4036 Comments: ALL OF THE STEP-DRAWDOWN TESTS ARE INDICATED TO BE PACKER TESTS; HOWEVER, SOME COULD HAVE BEEN A TEST OF AN OPEN INTERVAL BELOW CASING. FOR STEP TEST, TRANSMISSIVITY WAS DETERMINED AT EACH STEP BY AN UNSPECIFIED METHOD IN WALTON (1970). THEN AN ADJUSTED ESTIMATED VALUE OF TRANSMISSIVITY WAS OBTAINED BY PLOTTING TRANSMISSIVITY AGAINST FLOW RATE FOR EACH STEP. 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