USGS
South Florida Information Access

Table 2. Well identification, location, and construction data for aquifer storage and recovery system wells in southern Florida.
[Depths are in feet below land surface. Completed open intervals are open hole unless noted otherwise. Diameter of open interval for open-hole completions is size of bit used to drill or ream out hole. Abbreviations and annotations: USGS, U.S. Geological Survey; WTP, water treatment plant; WWTP, wastewater treatment plant; PVC, polyvinyl chlorinated; ?, unknown; NR, not reported]

Site name USGS local well no. Other well identifier Land-net location Latitude and longitude Altitude of land surface (feet) Total hole depth (feet) Date at end of construc-
tion		 Depth to top and bottom of casing (feet) Casing diam-
eter (inches)		 Type of casing Completed open interval (feet) Diameter of open interval (inches)
Broward County
Deerfield Beach West WTP G-2887 ASR-1 Same as for MW-1 2618
8007		 13.17 1,128 10-92 0-400 26.00 Steel 960-1,128 10.63
0-960 12.00 PVC
G-2888 MW-1 S2, 48S,42E; 370 feet north of ASR-1 2619
8007		 12 1,128 12/10/92 0-42 24.00 Steel 960-1,128 5.875
0-402 16.00 Steel
0-960 6.00 Steel
Broward County
WTP 2A		 G-2889 ASR-1 S12, 48S, 42E 2617
8006		 16.6 1,200 12/3/96 0-40 36.00 Steel 995-1,200 16
0-397 26.00 Steel
0-995 16.00 Steel
G-2916 MW-1     17 1,200 9/25/96 0-40 24.00 Steel 990-1,200 6
0-400 14.00 Steel
0-990 6.63 Steel
Springtree WTP G-2914 ASR-1 S21,49S,41E 2610
18015		 10 1,345 07-97 0-170 26.00 Steel 1,110-1,270 16
0-1,110 16.00 Steel
Fiveash WTP G-2917 ASR-1   2610
8009		 NR 1,300 12/30/97 0-198 26.00 Steel 1,055-1,200 16
0-1,055 16.00 Steel
G-2918 FMW-1     NR 1,175 3/15/98 0-370 14.00 Steel 1,055-1,175 13
0-1,055 6.63 Steel
G-2919 SMW-1     NR 210 1/11/98 0-20 12.00 Steel 3180-200 2
0-180 2.00 PVC
2180-200 2.00 PVC
Charlotte County
Shell Creek WTP CH-315 ASR-1 S29, 40S, 24E 2658
8156		 19.4 1,043 04-99 0-34 24.00 Steel 764-933 12.25
0-700 16.00
650-764 12.00
Englewood South Regional
WWTP		 CH-318 TPW-1 (ASR-1) S16, 41S, 20E 2654
8216		 6 807 3/30/00 0-37 30.00 Steel 507-700 15
0-295 24.00 Steel
0-507 16.00 Steel
CH-319 SZMW-1 400 feet west of TPW-1   NR 700 4/17/00 0-42 20.00 Steel 510-700 6
0-290 14.00 Steel
0-510 6.00 PVC
CH-320   2,200 feet northwest of TPW-1   NR 320 4/6/00 0-40 14.00 Steel 280-320 4
0-280 4.00 PVC
CH-321   150 feet east of TPW-1   NR 205 3/23/00 0-40 14.00 Steel 170-205 6
0-170 6.00 PVC
Table 2. Well identification, location, and construction data for aquifer storage and recovery system wells in southern Florida. --(Continued)
[Depths are in feet below land surface. Completed open intervals are open hole unless noted otherwise. Diameter of open interval for open-hole completions is size of bit used to drill or ream out hole. Abbreviations and annotations: USGS, U.S. Geological Survey; WTP, water treatment plant; WWTP, wastewater treatment plant; PVC, polyvinyl chlorinated; ?, unknown; NR, not reported]
Site name USGS local well no. Other well identifier Land-net location Latitude and longitude Altitude of land surface (feet) Total hole depth (feet) Date at end of construc-
tion		 Depth to top and bottom of casing (feet) Casing diam-
eter (inches)		 Type of casing Completed open interval (feet) Diameter of open interval (inches)
Collier County
Manatee Road C-1202 ASR-1 400 feet southeast of MW-A 2602
8141		 NR 528 1991 0-40 24.00 Steel 465-528 12
0-100 16.00 ?
100-465 12.00 ?
C-1102 MW-A
CO-2080		 S10, 51S, 26 E 2602
8141		 5 1,608 11-90 0-360 12.00 NR 360-500 8
0-650 4.00 NR 650-770 8
C-1203 MW-B   2602
8141		 NR 520 1991 0-465 4.00 PVC 465-520  
C-1204 MW-C   2602
8141		 NR 520 1991 0-465 4.00 PVC 465-520  
C-1205 MW-D   2602
8141		 NR 150 1991 0-110 4.00 PVC 110-150  
Marco Lakes C-1206 ASR-1 S3, 51S, 26E 2603
18141		 NR 790 7/8/96 0-40 24.00 Steel 745-790 10
0-152 16.00 PVC
152-745 12.00 PVC
C-1207 DZMW 375 feet southeast of ASR-1 2603
8141		 NR 817 4/26/96 0-293 10.00 PVC 293-352 9.625
0-745 6.00 Steel 745-817 9.625
C-1208 ASR-2 S34, 50S, 26E   7.5 780 8/26/99 0-27 26.00 Steel 736-780 12.25
0-736 16.00 PVC
C-1209 MHZ2MW S34, 50S, 26E   7.5 470 9/10/99 0-31 16.00 PVC 440-470 12.25
0-440 6.9
C-1210 ASRZMW 1,750 feet northeast of ASR-2   9.25 774 10/1/99 0-38 16.00 PVC 725-774 12.25
0-725 6.9
C-1211 ASR-3 S34, 50S, 26E   7.5 780 11/8/99 0-30 26.00 Steel 736-780 12.25
0-736 16.00 PVC
Lee County
Lee County WTP L-2530 MW-1 S23, 43S, 26E 2643
8140		 7.2 614 1977 0-475 4 NR 475-615 2
L-2901 Deep test S23, 43S, 26E 2643
8140		 8 705 12/5/78 0-60 6 NR 60-705 4
L-3224 MW-2 S23, 43S, 26E 2643
8140		 9.99 622 04-79 0-460 4 NR 460-620 4
L-3225 ASR-1 S23, 43S, 26E 2643
8140		 10.72 602 1980 0-445 10 PVC 445-600 9
Table 2. Well identification, location, and construction data for aquifer storage and recovery system wells in southern Florida. --(Continued)
[Depths are in feet below land surface. Completed open intervals are open hole unless noted otherwise. Diameter of open interval for open-hole completions is size of bit used to drill or ream out hole. Abbreviations and annotations: USGS, U.S. Geological Survey; WTP, water treatment plant; WWTP, wastewater treatment plant; PVC, polyvinyl chlorinated; ?, unknown; NR, not reported]
Site name USGS local well no. Other well identifier Land-net location Latitude and longitude Altitude of land surface (feet) Total hole depth (feet) Date at end of construc-
tion		 Depth to top and bottom of casing (feet) Casing diam-
eter (inches)		 Type of casing Completed open interval (feet) Diameter of open interval (inches)
Lee County--Continued
Corkscrew WTP L-5855 ASR-1
LM-4627		 S22, 46S, 26E 2627
8142		 23.31 397 6/23/95 0-30 18.00 Steel 328-397 12
0-328 12.00 PVC
L-5856 MW-A
LM-3982		 S22, 46S, 26E 2627
8142		 24.37 780 9/6/94 0-340 8.00 PVC 340-402 8
L-5857 MW-B S22, 46S, 26E 2627
8142		 25.29 504 2/27/95 0-452 4.00 PVC 452-504 4
L-5858 MW-C S22, 46S, 26E 2627
8142		 24.55 400 3/3/95 0-330 4.00 PVC 330-400 4
L-5859 ASR-2 S22, 46S, 26E 2627
8142		 27.18 397 6/23/99 0-33 20.00 Steel 337-397 10.63
0-337 12.00 PVC
L-5860 ASR-3 S15, 46S, 26E 2628
8142		 27.32 347 2/11/99 0-41 20.00 Steel 285-347 10.63
0-285 12.00 PVC 285-347
L-5861 ASR-4 S15, 46S, 26E 2628
8142		 27.03 368 6/10/99 0-40 20.00 Steel 310-368 10.63
0-310 12.00 PVC
L-5862 ASR-5 S16, 46S, 26E 2628
8142		 29.14 329 5/25/99 0-21 20.00 Steel 253-291 10.63
0-253 12.00 PVC
L-5863 MW-1 S22, 46S, 26E 2627
8142		 23.44 410 2/1/99 0-41 16.00 Steel 358-410 5.5
0-358 6.00 PVC
L-5864 MW-2 S15, 46S, 26E 2628
8142		 28.64 354 1/20/99 0-39 16.00 Steel 283-354 5.5
0-283 6.00 PVC
L-5865 MW-3 S22, 46S, 26E 2627
8142		 25.15 411 2/23/99 0-41 16.00 Steel 355-411 5.5
0-355 6.00 PVC
North Reservoir L-5810 ASR-1
LM-6210		 S20, 43S, 25E 2642
8150		 12 642 3/2/99 0-40 30.00 Steel 540-642 12
0-499 24.00 Steel
0-540 16.00 PVC
L-5811 MW-1
LM-6208		 260 feet south of ASR-1   12 980 1/27/99 0-42 18.00 Steel 537-615 8
0-495 12.00 Steel
0-537 6.00 PVC
Winkler Avenue L-5871 ASR-1 S35, 44S, 24E 2636
8152		 NR 647 6/23/99 0-91 20.00 Steel 455-553 9.625
0-455 12.00 PVC
L-5872 SZMW-1 ~220 feet southwest of ASR-1   NR 553 8/5/99 0-16 16.00 Steel 455-553 5.5
0-455 6.00 PVC
L-5873 MHMW-1 ~80 feet south of ASR-1   NR 200 8/6/99 0-150 6 PVC 150-200 5.5
Table 2. Well identification, location, and construction data for aquifer storage and recovery system wells in southern Florida. --(Continued)
[Depths are in feet below land surface. Completed open intervals are open hole unless noted otherwise. Diameter of open interval for open-hole completions is size of bit used to drill or ream out hole. Abbreviations and annotations: USGS, U.S. Geological Survey; WTP, water treatment plant; WWTP, wastewater treatment plant; PVC, polyvinyl chlorinated; ?, unknown; NR, not reported]
Site name USGS local well no. Other well identifier Land-net location Latitude and longitude Altitude of land surface (feet) Total hole depth (feet) Date at end of construc-
tion		 Depth to top and bottom of casing (feet) Casing diam-
eter (inches)		 Type of casing Completed open interval (feet) Diameter of open interval (inches)
Lee County--Continued
San Carlos Estates L-5812 TPW-1 (ASR-1) S14, 47S, 25E 2623
18146		 NR 718 8/3/99 0-93 20.00 Steel 650-701 11
0-650 12.00 PVC
L-5813 SZMW-1 ~200 feet south of ASR-1, abandoned   NR 657 7/26/99 0-19 16.00 Steel Abandoned 12
0-655 6.00 PVC
L-5814 SZMW-1R ~200 feet south of ASR-1, replacement well 2623
8146		 NR 721 7/29/99 0-19 16.00 Steel 659-721 5.5
0-659 6.00 PVC
L-5815 SMW-1 ~100 feet east of ASR-1   NR 321 8/2/99 0-19 16.00 Steel 234-321 5.5
0-234 6.00 PVC
Olga WTP L-5816 ASR-1
LM-6068		 S23, 43S, 26E 2643
18140		 6 920 10/22/99 0-35 34.00 Steel 859-920 13
0-737 24.00 Steel
0-859 16.00 PVC
L-5817 MW-1
LM-6209		 470 feet southwest of ASR-1 2643
18141		 6 1,200 9/8/99 0-30 18.00 Steel 850-895 8
0-525.5 12.00 Steel
0-674.5 8.00 PVC
0-850 4.00 PVC
L-5818 MW-3
LM-6615		 370 feet west-northwest of ASR-1 2643
18141		 6 945 5/13/99 0-35 18.00 Steel 864-945 8
0-742 12.00 Steel
0-864 6.00 PVC
Miami-Dade County
Hialeah G-3061 ASR-1 S18, 53S, 41E 2549
8017		 8.4 1,105 12/9/74 0-201 24.00 Steel 955-1,105 12
0-955 14.00 Steel
G-3062 MW-1 289 feet north-northwest of ASR-1 2549
8017		 5.43 1,064 11/19/74 0-198 14.00 Steel 840-844  
6/4/80 0-953 6.63 Steel 953-1,060
  0-862 2.38 Steel  
West Well Field G-3706 ASR-1   2542
8028		 NR 1,302 12/23/96 0-170 40.00 Steel 850-1,302 29
0-850 30.00 Steel
G-3707 ASR-2 975 feet north of ASR-1   NR 1,350 2/14/97 0-170 40.00 Steel 845-1,250 29
0-845 30.00 Steel
G-3708 ASR-3 1,955 feet north of ASR-1   NR 1,300 3/11/97 0-170 40.00 Steel 835-1,210 29
0-835 30.00 Steel
G-3709 MW-1
Test 711		 270 feet north-northwest of ASR-1   NR 1,643 1/3/97 0-170 24.00 Steel 855-1,010 12
0-855 12.00 Steel 31,370-1,390 2
0-1,370 12.00 PVC    
21,370-1,390 2.00 PVC    
Table 2. Well identification, location, and construction data for aquifer storage and recovery system wells in southern Florida. --(Continued)
[Depths are in feet below land surface. Completed open intervals are open hole unless noted otherwise. Diameter of open interval for open-hole completions is size of bit used to drill or ream out hole. Abbreviations and annotations: USGS, U.S. Geological Survey; WTP, water treatment plant; WWTP, wastewater treatment plant; PVC, polyvinyl chlorinated; ?, unknown; NR, not reported]
Site name USGS local well no. Other well identifier Land-net location Latitude and longitude Altitude of land surface (feet) Total hole depth (feet) Date at end of construc-
tion		 Depth to top and bottom of casing (feet) Casing diam-
eter (inches)		 Type of casing Completed open interval (feet) Diameter of open interval (inches)
Monroe County
Marathon MO-189 ASR-1 S8, 66S, 32E 2442
8105		 NR 450 5/1/90 0-36 30.00 Steel 3387-432 12
0-387 16.00 PVC
362-387 10.00 Steel
2387-427 10.00 Steel
MO-190 OW-1 126 feet south of ASR-1   NR 428 3/17/90 0-19 12.00 Steel 3356-428 8
0-388 4.00 PVC
2388-428 4.00 PVC
MO-191 OW-2
Test well		 258 feet southeast of ASR-1   NR 550 1989 0-22 16.00 Steel 3400-450 10
0-400 10.00 Steel
375-413 4.00 Steel
2413-435 4.00 Steel
Okeechobee County
Taylor Creek/Nubbin Slough-(Lake Okeechobee) OK-9000 ASR-1 S24, 37S, 35E 2714
8047		 16 1,710 6/19/88 0-65 42.00 Steel 1,268-1,710 22
0-200 34.00 Steel
0-1,268 24.00 Steel
OK-9001 MW-1 560 feet north of ASR-1   16 1,800 7/22/88 0-82 24.00 Steel 990-1,075 8
0-200 12.00 Steel 1,275-1,700 6
0-990 6.00 Steel    
0-1,270 1.5 ?    
OK-9002 Deep monitoring tube in MW-1     16           1,275-1,700  
Palm Beach County
Jupiter PB-747 ASR-1 S3, 41S, 42E 2656
8008		 13 1,280 06-74 0-400 20.00 Steel 990-1,280 NR
0-990 12.00 Steel
PB-1145 MW-1 500 feet from ASR-1 2656
8008		 13 1,270 1975 0-400 12.00 NR 995-1,270  
0-990 5.00 NR
Boynton Beach East WTP PB-1194 ASR-1 S33, 45S, 43E 2630
18003		 18.9 1,260 4/13/92 0-38 36.00 Steel 804-909 16
0-399 26.00 Steel
0-804 16.00 Steel
PB-1195 MW-1 ~50 feet south of ASR-1   18.9 435 5/21/92 0-300 4.00 PVC 3300-320 4
2300-320 4.00 PVC
Delray Beach North Storage Reservoir PB-1702 ASR-1 S17, 46S, 43E 2628
8006		 21.2 1,200 8/24/96 0-400 20.00 Steel 1,016-1,120 18.5
352-1,016 14.00 Steel
Table 2. Well identification, location, and construction data for aquifer storage and recovery system wells in southern Florida. --(Continued)
[Depths are in feet below land surface. Completed open intervals are open hole unless noted otherwise. Diameter of open interval for open-hole completions is size of bit used to drill or ream out hole. Abbreviations and annotations: USGS, U.S. Geological Survey; WTP, water treatment plant; WWTP, wastewater treatment plant; PVC, polyvinyl chlorinated; ?, unknown; NR, not reported]
Site name USGS local well no. Other well identifier Land-net location Latitude and longitude Altitude of land surface (feet) Total hole depth (feet) Date at end of construc-
tion		 Depth to top and bottom of casing (feet) Casing diam-
eter (inches)		 Type of casing Completed open interval (feet) Diameter of open interval (inches)
Palm Beach County--Continued
West Palm Beach WTP PB-1692 ASR-1 ~100 feet east of MW-1 2642
18003		 19.13 1,200 1/29/97 0-56 42.00 Steel 985-1,200 22
0-389 36.00 Steel
0-985 24.00 Steel
PB-1693 MW-1 S21, 43S, 43E 2642
18003		 18.97 1,410 11/13/96 0-65 30.00 Steel 975-1,191 12
0-379 24.00 Steel
0-975 12.75 Steel
System 3 Palm Beach County PB-1763 ASR-1 S?, 46S, 42E 2628
8008		 NR 1,155 01-99 0-60 36.00 Steel 1,065-1,155 14
0-365 24.00 PVC
0-223 18.00 Steel
PB-1764 MW-1     NR 1,500 Jan-98 215-1,065 16.00 PVC 1,052-1,270 10
0-155 16.00 Steel
0-1,050 10.00 Steel
0-1,052 5.00 PVC
Western Hillsboro Canal, Site 1 PB-1765 EXW-1 (ASR-1) NR 2621
18017		 NR 1,225 3/31/00 0-205 36.00 Steel 1,015-1,225 24
0-1,015 24.00 Steel
PB-1766 PBF-10 300 feet northwest of EXW-1 2621
18017		 NR 2,370 ? 0-375 24.00 Steel 1,505-1,670 12
0-1,000 18.00 Steel 2,130-2,260 12
0-1,505 12.00 Steel    
0-2,130 2.38 ?    
PB-1767 PBF-10R4 300 feet northwest of EXW-1 2621
18017		 NR 1,225 08-00 0-1,015 3 NR 1,015-1,225 8
St. Lucie County
St. Lucie County STL-356 ASR-1
SLF-50		 S14, 36S, 39E 2720
8029		 31.75 1,000 02-82 0-130 12.00 PVC 600-775 5.125
0-600 6.00 PVC
STL-357 MW-1
SLF-51		 148 feet northeast of ASR-1 2720
8020		 25.56 775 02-82 0-130 12.00 PVC 600-775 5.125
0-600 6.00 PVC
STL-355 MW-2
SLF-49		 420 feet northwest of ASR-1 2720
8029		 25.09 893 ? 0-560 NR NR 560-893 NR
1Latitude-longitude determined in the field using a hand held global positioning system accurate to ± 0.2 seconds.
2Top and bottom depth of screen.
3Screened interval plus gravel pack above or below screen.
4Replacement well to PBF-10, upper zone.

Go back to Tables page


| Disclaimer | Privacy Statement | Accessibility |

U.S. Department of the Interior, U.S. Geological Survey
This page is: http://sofia.usgs.gov/publications/wri/02-4036/table2.html
Comments and suggestions? Contact: Heather Henkel - Webmaster
Last updated: 14 January, 2005 @ 10:35 AM (KP)