Table 4. Ambient water-quality data collected from aquifer storage and recovery well systems in southern Florida
[USGS, U.S. Geological Survey; WTP, water treatment plant; WWTP, wastewater treatment plant; PD, post development; --, not determined or not reported. Type of interval: C, constructed (completed) open interval; O, pump out test of open interval below casing during drilling; P, packer test interval; R, sample collected during reverse-air rotary drilling with top of interval being the base of casing]
| Site name | Other identifier | USGS local number | Interval sampled (feet below land surface) | Type of interval | Date sampled | Specific conductance (micro-siemens per centimeter) | Dissolved chloride (milligrams per liter) | Dissolved solids (milligrams per liter) | Temper-ature (degrees Celsius) | Dissolved sulfate (milligrams per liter) |
|---|---|---|---|---|---|---|---|---|---|---|
| Broward County | ||||||||||
| Deerfield Beach West WTP |
ASR-1
|
G-2887
|
960-1,1281
|
C
|
9/30/92
|
5,400
|
2,000
|
3,800
|
25
|
400
|
|
960-1,1201
|
C
|
9/3/92
|
5,430
|
1,850
|
3,800
|
22.7
|
--
|
|||
|
960-1,1281
|
C
|
9/9/92
|
6,000
|
1,600
|
3,400
|
--
|
400
|
|||
|
960-1,1281
|
C
|
9/30/92
|
5,400
|
2,000
|
3,800
|
25
|
400
|
|||
|
960-1,1281
|
C
|
12/11/92
|
--
|
1,800
|
3,700
|
--
|
--
|
|||
| Broward County WTP 2A |
ASR-1
|
G-2889
|
995-1,2001
|
C
|
12/3/96
|
--
|
1,900
|
3,200
|
--
|
380
|
|
MW-1
|
G-2916
|
990-1,2001
|
C
|
3/12/97
|
--
|
1,900
|
2,600
|
--
|
250
|
|
| Springtree WTP |
ASR-1
|
G-2914
|
1,110-1,340
|
R
|
--
|
4,300
|
2,200
|
--
|
--
|
--
|
|
1,110-1,2701
|
C
|
7/31/97
|
7,310
|
2,449
|
4,520
|
31
|
644
|
|||
|
1,110-1,2701
|
C
|
1/13/98
|
9,300
|
3,600
|
6,030
|
28
|
774
|
|||
| Fiveash WTP |
ASR-1
|
G-2917
|
1,055-1,300
|
R
|
--
|
7,800
|
4,000
|
--
|
--
|
--
|
|
FMW-1
|
G-2918
|
1,055-1,1751
|
C
|
3/17/98
|
9,345
|
3,524
|
7,880
|
--
|
725
|
|
|
SMW-1
|
G-2919
|
180-200
|
C
|
1/15/98
|
--
|
24
|
279
|
--
|
21
|
|
| Charlotte County | ||||||||||
| Shell Creek WTP |
ASR-1
|
CH-315
|
700-1,040
|
R
|
--
|
3,540
|
--
|
2,020
|
--
|
--
|
|
700-755
|
P
|
11/5/97
|
--
|
837
|
2,090
|
--
|
--
|
|||
|
700-764
|
C
|
11/18/97
|
--
|
850
|
1,918
|
--
|
--
|
|||
|
764-9331
|
C
|
8/7/99
|
--
|
900
|
1,900
|
--
|
380
|
|||
| Englewood South Regional WWTP |
TPW
|
CH-318
|
295-808
|
O
|
3/2/00
|
16,800
|
5,200
|
10,267
|
--
|
664
|
|
563-583
|
P
|
2/26/00
|
31,600
|
12,000
|
21,100
|
--
|
881
|
|||
|
630-808
|
P
|
3/6/00
|
50,100
|
17,500
|
31,133
|
--
|
--
|
|||
|
507-7001
|
C
|
3/31/00
|
27,000
|
11,595
|
19,350
|
24.2
|
1,279
|
|||
|
SZMW-1
|
CH-319
|
510-7001
|
C
|
4/20/00
|
21,600
|
10,997
|
22,100
|
21
|
1,106
|
|
|
IMW-1
|
CH-320
|
280-320
|
C
|
4/18/00
|
11,780
|
4,458
|
8,040
|
21
|
535
|
|
|
SMW-1
|
CH-321
|
170-205
|
C
|
4/18/00
|
8,410
|
2,875
|
6,000
|
21
|
204
|
|
| Collier County | ||||||||||
| Manatee Road |
ASR-1
|
C-1202
|
465-5281
|
C
|
10/15/91
|
8,030
|
2,754
|
5,032
|
--
|
--
|
|
320-398
|
P
|
12/18/90
|
--
|
2,450
|
5,287
|
--
|
723
|
|||
|
MW-A
|
C-1102
|
970-1,110
|
P
|
Nov-90
|
--
|
10,000
|
--
|
--
|
--
|
|
|
1,220-1,270
|
P
|
Nov-90
|
--
|
17,000
|
--
|
--
|
--
|
|||
|
1,330-1,610
|
P
|
Nov-90
|
--
|
18,000
|
--
|
--
|
--
|
|||
|
360-500
|
C
|
Nov-90
|
--
|
--
|
--
|
--
|
--
|
|||
|
650-770
|
C
|
Nov-90
|
--
|
4,000
|
--
|
--
|
--
|
|||
|
Table 4. Ambient water-quality data collected from aquifer storage and recovery well systems in southern Florida --(Continued) [USGS, U.S. Geological Survey; WTP, water treatment plant; WWTP, wastewater treatment plant; PD, post development; --, not determined or not reported. Type of interval: C, constructed (completed) open interval; O, pump out test of open interval below casing during drilling; P, packer test interval; R, sample collected during reverse-air rotary drilling with top of interval being the base of casing] |
||||||||||
| Site name | Other identifier | USGS local number | Interval sampled (feet below land surface) | Type of interval | Date sampled | Specific conductance (micro-siemens per centimeter) | Dissolved chloride (milligrams per liter) | Dissolved solids (milligrams per liter) | Temper-ature (degrees Celsius) | Dissolved sulfate (milligrams per liter) |
| Collier County--Continued | ||||||||||
| Marco Lakes |
ASR-1
|
C-1206
|
745-7901
|
C
|
--
|
6,000
|
2,520
|
6,620
|
--
|
--
|
|
745-7901
|
C
|
6/24/97
|
--
|
3,740
|
5,500
|
--
|
744
|
|||
|
DZMW
|
C-1207
|
293-352
|
C
|
7/1/97
|
--
|
3,260
|
6,180
|
--
|
800
|
|
|
745-8171
|
C
|
7/1/97
|
--
|
2,590
|
5,620
|
--
|
718
|
|||
|
ASR-2
|
C-1208
|
735-7801
|
C
|
PD
|
8,500
|
2,480
|
--
|
--
|
--
|
|
|
735-7801
|
C
|
9/20/99
|
6,860
|
2,449
|
4,280
|
--
|
663
|
|||
|
MHZ2MW
|
C-1209
|
440-470
|
C
|
9/20/99
|
8,700
|
2,999
|
5,665
|
25.8
|
758
|
|
|
ASRZMW
|
C-1210
|
725-7741
|
C
|
10/1/99
|
9,120
|
2,958
|
5,816
|
29.8
|
699
|
|
|
ASR-3
|
C-1211
|
735-7801
|
C
|
PD
|
9,120
|
2,680
|
--
|
--
|
--
|
|
|
735-7801
|
C
|
11/24/99
|
8,860
|
2,774
|
3,920
|
26.3
|
686
|
|||
| Lee County | ||||||||||
| Lee County WTP |
MW-1
|
L-2530
|
475-6151
|
C
|
9/25/79
|
2,500
|
500
|
1,520
|
26.5
|
270
|
| Corkscrew WTP |
ASR-1
LM3982 |
L-5855 |
328-3971
|
C
|
9/9/95
|
--
|
39
|
336
|
27
|
18
|
|
MW-A
|
L-5856
|
524-578
|
P
|
8/17/94
|
640
|
100
|
--
|
--
|
--
|
|
|
744-778
|
P
|
8/24/94
|
1,930
|
600
|
--
|
--
|
--
|
|||
|
340-4021
|
C
|
4/4/97
|
-
|
42
|
348
|
--
|
34
|
|||
| North Reservoir |
ASR-1
LM-6210 |
L-5810
|
540-6421
|
C
|
3/2/99
|
2,400
|
700
|
--
|
--
|
--
|
|
540-6421
|
C
|
3/4/99
|
2,450
|
740
|
--
|
--
|
--
|
|||
|
540-6421
|
C
|
3/10/99
|
2,450
|
750
|
--
|
--
|
--
|
|||
|
MW-1
LM-6208 |
L-5811
|
480-518
|
P
|
12/7/98
|
3,230
|
890
|
--
|
--
|
--
|
|
|
529-6191
|
P
|
12/9/98
|
2,640
|
700
|
--
|
--
|
--
|
|||
|
640-703
|
P
|
12/11/98
|
2,710
|
740
|
--
|
--
|
--
|
|||
|
808-890
|
P
|
12/16/98
|
2,450
|
720
|
--
|
--
|
--
|
|||
|
904-977
|
P
|
12/18/98
|
3,244
|
1,000
|
--
|
--
|
--
|
|||
| Winkler Avenue |
ASR-1
|
|
455-5741
|
P
|
6/16/99
|
3,860
|
972
|
--
|
28.5
|
--
|
|
455-5751
|
P
|
6/17/99
|
3,240
|
770
|
--
|
28.5
|
--
|
|||
|
455-5531
|
C
|
11/1/99
|
--
|
1,240
|
1,770
|
--
|
354
|
|||
|
SZMW-1
|
|
455-5531
|
C
|
9/16/99
|
--
|
1,282
|
2,998
|
--
|
414
|
|
|
MHMW-1
|
|
150-200
|
C
|
11/1/99
|
--
|
1,540
|
2,410
|
--
|
323
|
|
|
Table 4. Ambient water-quality data collected from aquifer storage and recovery well systems in southern Florida --(Continued) [USGS, U.S. Geological Survey; WTP, water treatment plant; WWTP, wastewater treatment plant; PD, post development; --, not determined or not reported. Type of interval: C, constructed (completed) open interval; O, pump out test of open interval below casing during drilling; P, packer test interval; R, sample collected during reverse-air rotary drilling with top of interval being the base of casing] |
||||||||||
| Site name | Other identifier | USGS local number | Interval sampled (feet below land surface) | Type of interval | Date sampled | Specific conductance (micro-siemens per centimeter) | Dissolved chloride (milligrams per liter) | Dissolved solids (milligrams per liter) | Temper-ature (degrees Celsius) | Dissolved sulfate (milligrams per liter) |
| Lee County--Continued | ||||||||||
| San Carlos Estates |
ASR-1
|
L-5812
|
650-6871
|
R
|
--
|
4,660
|
1,100
|
2,800
|
31.5
|
560
|
|
650-7181
|
R
|
--
|
4,680
|
1,110
|
2,900
|
32.2
|
560
|
|||
|
650-7011
|
C
|
6/7/99
|
4,700
|
1,100
|
3,000
|
--
|
520
|
|||
|
SZMW-1R
|
L-5814
|
659-7211
|
R
|
--
|
4,590
|
1,100
|
3,000
|
31.2
|
520
|
|
|
659-7211
|
C
|
7/29/99
|
4,570
|
1,100
|
2,800
|
--
|
580
|
|||
|
SMW-1
|
L-5815
|
234-321
|
R
|
--
|
1,681
|
370
|
920
|
28.5
|
83
|
|
|
234-321
|
C
|
8/2/99
|
1,694
|
340
|
950
|
--
|
77
|
|||
| Olga WTP |
ASR-1
LM-6086 |
L-5816
|
859-9201
|
C
|
10/21/99
|
2,677
|
1,000
|
--
|
--
|
--
|
|
859-9201
|
C
|
11/9/99
|
2,690
|
1,000
|
--
|
--
|
--
|
|||
|
MW-1
LM-6209 |
L-5817
|
520-610
|
P
|
1/5/99
|
1,988
|
540
|
--
|
--
|
--
|
|
|
617-694
|
P
|
1/6/99
|
1,427
|
260
|
--
|
--
|
--
|
|||
|
840-9401
|
P
|
02-30-99
|
3,420
|
1,000
|
--
|
--
|
--
|
|||
|
840-9401
|
P
|
2/4/99
|
3,461
|
1,140
|
--
|
--
|
--
|
|||
|
715-940
|
P
|
2/4/99
|
2,928
|
900
|
--
|
--
|
--
|
|||
|
950-1,106
|
P
|
2/8/99
|
2,793
|
850
|
--
|
--
|
--
|
|||
|
MW-3
LM-6615 |
L-5818
|
826-945
|
P
|
3/25/99
|
2,350
|
790
|
--
|
--
|
--
|
|
|
857-9451
|
P
|
3/25/99
|
2,948
|
970
|
--
|
--
|
--
|
|||
| Miami-Dade County | ||||||||||
| Hialeah |
ASR-1
|
G-3061
|
955-1,1051
|
C
|
12/4/74
|
4,750
|
1,200
|
2,920
|
--
|
500
|
|
MW-1
|
G-3062
|
840-844
|
C
|
7/24/75
|
6,600
|
1,900
|
--
|
--
|
--
|
|
|
G-3062
|
953-1,0601
|
C
|
11/20/74
|
4,200
|
1,200
|
2,830
|
--
|
480
|
||
| West Well Field |
ASR-1
|
G-3706
|
850-1,3021
|
C
|
1/26/97
|
8,980
|
2,000
|
5,980
|
25
|
238
|
|
ASR-2
|
G-3707
|
845-1,2501
|
C
|
2/25/97
|
6,650
|
2,449
|
4,390
|
23
|
615
|
|
|
ASR-3
|
G-3708
|
835-1,2101
|
C
|
4/9/97
|
6,750
|
2,349
|
4,040
|
--
|
595
|
|
|
MW-1
|
G-3709
|
855-1,010
|
C
|
2/6/97
|
6,520
|
2,499
|
4,300
|
25
|
662
|
|
|
1,370-1,390
|
C
|
2/6/97
|
10,590
|
4,649
|
7,220
|
25
|
466
|
|||
| Monroe County | ||||||||||
| Marathon |
ASR-1
|
MO-189
|
387-4321
|
C
|
5/4/90
|
49,000
|
20,800
|
37,200
|
--
|
2,910
|
|
Table 4. Ambient water-quality data collected from aquifer storage and recovery well systems in southern Florida --(Continued) [USGS, U.S. Geological Survey; WTP, water treatment plant; WWTP, wastewater treatment plant; PD, post development; --, not determined or not reported. Type of interval: C, constructed (completed) open interval; O, pump out test of open interval below casing during drilling; P, packer test interval; R, sample collected during reverse-air rotary drilling with top of interval being the base of casing] |
||||||||||
| Site name | Other identifier | USGS local number | Interval sampled (feet below land surface) | Type of interval | Date sampled | Specific conductance (micro-siemens per centimeter) | Dissolved chloride (milligrams per liter) | Dissolved solids (milligrams per liter) | Temper-ature (degrees Celsius) | Dissolved sulfate (milligrams per liter) |
| Okeechobee County | ||||||||||
| Taylor Creek/Nubbin Slough (Lake Okeechobee) |
ASR-1
|
OK -9000
|
1,268-1,7101
|
C
|
11/4/89
|
9,270
|
2,910
|
5,730
|
--
|
--
|
|
1,268-1,7101
|
C
|
4/17/91
|
--
|
3,100
|
7,180
|
35
|
--
|
|||
|
MW-1
|
OK -9001
|
1,175-1,227
|
P
|
4/20/88
|
800
|
131
|
656
|
28.5
|
210
|
|
|
1,288-1,354
|
P
|
4/25/88
|
4,800
|
1,680
|
4,000
|
28
|
570
|
|||
|
1,347-1,370
|
P
|
4/25/88
|
4,800
|
1,900
|
4,230
|
30
|
630
|
|||
|
1,358-1,508
|
P
|
4/24/88
|
7,500
|
2,510
|
5,740
|
29
|
760
|
|||
|
1,540-1,662
|
P
|
4/23/88
|
7,500
|
2,920
|
6,710
|
28
|
930
|
|||
|
990-1,075
|
C
|
4/17/91
|
--
|
210
|
820
|
27.5
|
--
|
|||
|
MW-1
|
OK -9002
|
1,275-1,7001
|
C
|
4/17/91
|
--
|
2,200
|
5,230
|
27
|
--
|
|
| Palm Beach County | ||||||||||
| Jupiter |
ASR-1
|
PB-747
|
990-1,2801
|
C
|
6/19/74
|
6,400
|
1,800
|
4,060
|
--
|
400
|
| Boynton Beach East WTP |
ASR-1
|
PB-1194
|
804-9091
|
C
|
5/21/92
|
6,670
|
1,920
|
3,910
|
25
|
436
|
|
MW-1
|
PB-1195
|
300-320
|
C
|
5/21/92
|
33,100
|
12,100
|
21,900
|
--
|
617
|
|
| Delray Beach North Storage Reservoir |
ASR-1
|
PB-1702
|
849-899
|
P
|
6/5/96
|
9,160
|
2,630
|
5,670
|
--
|
--
|
|
900-952
|
P
|
6/11/96
|
8,480
|
2,669
|
5,529
|
--
|
--
|
|||
|
974-1,020
|
P
|
6/14/96
|
7,440
|
2,143
|
4,363
|
--
|
--
|
|||
|
1,020-1,100
|
P
|
6/18/96
|
6,800
|
2,057
|
4,255
|
--
|
--
|
|||
|
1,020-1,120
|
O
|
7/26/96
|
6,930
|
2,069
|
4,752
|
--
|
--
|
|||
|
1,020-1,2001
|
O
|
9/6/96
|
6,810
|
2,556
|
4,234
|
--
|
--
|
|||
|
1,016-1,2001
|
C
|
9/20/96
|
--
|
2,300
|
8,000
|
--
|
430
|
|||
| West Palm Beach WTP |
ASR-1
|
PB-1692
|
985-1,2001
|
C
|
7/17/97
|
7,600
|
2,800
|
5,056
|
--
|
--
|
|
MW-1
|
PB-1693
|
975-1,091
|
P
|
8/22/96
|
7,700
|
2,600
|
3,800
|
--
|
--
|
|
|
975-1,090
|
O
|
8/29/96
|
7,700
|
2,600
|
3,800
|
--
|
--
|
|||
|
975-1,1901
|
O
|
9/1/96
|
8,290
|
2,750
|
4,150
|
--
|
--
|
|||
|
975-1,290
|
O
|
9/4/96
|
7,970
|
2,300
|
4,270
|
--
|
--
|
|||
|
975-1,384
|
O
|
9/6/96
|
7,120
|
2,520
|
3,830
|
--
|
--
|
|||
|
1,304-1,384
|
P
|
9/14/96
|
6,860
|
2,060
|
3,650
|
--
|
--
|
|||
|
975-1,1911
|
C
|
11/16/96
|
7,350
|
2,381
|
3,550
|
--
|
--
|
|||
| System 3 Palm Beach County |
ASR-1
|
PB-1763
|
1,065-1,1551
|
C
|
1/28/99
|
7,820
|
2,100
|
4,080
|
23.7
|
467
|
|
Table 4. Ambient water-quality data collected from aquifer storage and recovery well systems in southern Florida --(Continued) [USGS, U.S. Geological Survey; WTP, water treatment plant; WWTP, wastewater treatment plant; PD, post development; --, not determined or not reported. Type of interval: C, constructed (completed) open interval; O, pump out test of open interval below casing during drilling; P, packer test interval; R, sample collected during reverse-air rotary drilling with top of interval being the base of casing] |
||||||||||
| Site name | Other identifier | USGS local number | Interval sampled (feet below land surface) | Type of interval | Date sampled | Specific conductance (micro-siemens per centimeter) | Dissolved chloride (milligrams per liter) | Dissolved solids (milligrams per liter) | Temper-ature (degrees Celsius) | Dissolved sulfate (milligrams per liter) |
| Palm Beach County--Continued | ||||||||||
| Western Hillsboro Canal, Site 1 |
EXW-1
|
PB-1765
|
1,160-1,225
|
P
|
4/5/00
|
3,898
|
1,390
|
--
|
23.9
|
--
|
|
1,015-1,150
|
P
|
4/7/00
|
8,223
|
2,706
|
--
|
23.8
|
--
|
|||
|
1,015-1,2251
|
C
|
11/18/00
|
6,900
|
--
|
--
|
--
|
--
|
|||
|
PBF-10R
|
PB-1767
|
1,015-1,2251
|
C
|
1/24/01
|
9,440
|
--
|
--
|
--
|
--
|
|
| St. Lucie County | ||||||||||
| St. Lucie County |
ASR-1
|
STL-356
|
600-7661
|
P
|
3/11/82
|
3,400
|
888
|
2,058
|
27.8
|
--
|
|
770-1,000
|
P
|
3/12/82
|
3,200
|
1,015
|
1,888
|
27.8
|
--
|
|||
|
600-7751
|
C
|
3/12/82
|
3,325
|
955
|
2,379
|
27.8
|
--
|
|||
|
MW-1
|
STL-357
|
600-7751
|
C
|
3/12/82
|
3,500
|
1,022
|
2,143
|
27.8
|
--
|
|
| 1Interval tested is the same (or about the same) as the storage zone. | ||||||||||
U.S. Department of the Interior, U.S. Geological Survey
This page is: http://sofia.usgs.gov/publications/wri/02-4036/table4.html
Comments and suggestions? Contact: Heather Henkel - Webmaster
Last updated: 14 January, 2005 @ 12:35 PM (KP)
