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Appendix 1.
44 Hydrogeologic and Hydraulic Characterization of the Surficial Aquifer System, and Origin of High Salinity Groundwater
0
100
100
20
40
40
60
60
8080
120
140
160
120
100
40
80
80
80
40
45
115
-2
-3
44
40
85102
7065 85
5673
63
8566
453740
896344
57
59
59
109
82
65
99
67
51
46
56
55
122
44
55
97
87
49
93
163
87
45
99
102
128
NP 38
50
50
33 51
65
62
161
113
5538
36
43
97
105
89
9963 118
100
80105
6549
67
86119
3345 54
47
90
8497
40
127
104
55
50
48
28
5414
29
33
ND
-5
ND
ND
ND
ND
ND
NP
NP
7 14
28
38
47
48
119
39
26
138
46
50
63
-10
46
25
106
78
CANAL
ROAD
Base from U.S. Geological Survey digital data, Universal Transverse Mercator projection, zone 17
EXPLANATIONLINE OF EQUAL ALTITUDE--Shows altitude of correlationmarker T, in feet belowNGVD 29. Contour interval is20 feet. Dashed whereapproximately located orinferred
(+)
WELL LOCATION ANDALTITUDE--Number isaltitude of correlationmarker T, in feet above orbelow NGVD 29. ND isno data. NP is not present.See figure 1 for local wellnumbers
(-)(+)
0 5 10 MILES
0 5 10 KILOMETERS
10620
COLLIER COUNTY
PALM
BEAC
HCO
UNTY
HEN
DRY
COUN
TY
BROWARD COUNTYPALM BEACH COUNTY
PALM BEACH COUNTYMARTIN COUNTY
GLADES COUNTY
LakeOkeechobee
AT
LA
NT
ICO
CE
AN
80°00´80°15´80°30´80°45´
27°00´
26°45´
26°30´
81°00´
26°15´
OKEECHOBEECOUNTY
FLOR
IDA’
STU
RNPI
KE
Figure 1–1. Altitude of the T marker correlation.
Appendixes 45
Figure 1–2. Altitude of the O correlation marker.
100
100100
100
100
200
80
80
60
40
20
120
200
180
160
140
160
140
120
180
240
220
200
180
80
80180
160
120
140
160
8020
140
100
89
200
14
107 75
127
14210698
98
103
104
1229777
86
178
12477
95
102
114
185
137
139
178
158
92
104
114
89
176
79
121
155
115
87
190
249
78
181
196
21927
71
103
105 116
78 107
10594
250
9176
93
96
166177
171140 205
206
165
208
105
120129
207
72103
103
78
137
70
189
173
106
115
90
88
8934
86
81
1518
16
20
3451
71
71
77
133
137
139
128
170 177
176
191
21170
95
98
108
118
220
107
60
103
EXPLANATIONLINE OF EQUALALTITUDE--Showsaltitude of correlationmarker O, in feet below(+) NGVD 29. Contourinterval is 20 feet.Dashed whereapproximately locatedor inferred
WELL LOCATION ANDALTITUDE--Number isaltitude of correlationmarker O, in feet below(+) NGVD 29. Seefigure 1 for local wellnumbers
CANAL
ROAD 20
0 5 10 MILES
0 5 10 KILOMETERS
LakeOkeechobee
AT
LA
NT
ICO
CE
AN
OKEECHOBEECOUNTY
PALM
BEAC
HCO
UNTY
HEN
DRY
COUN
TY
BROWARD COUNTYPALM BEACH COUNTY
PALM BEACHCOUNTY
MARTIN COUNTYGLADES COUNTY
COLLIER COUNTY
80°00´80°15´80°30´80°45´
27°00´
26°45´
26°30´
81°00´
26°15´
Base from U.S. Geological Survey digital data, Universal Transverse Mercator projection, zone 17
TURN
PIKE
FLOR
IDA’
S
46 Hydrogeologic and Hydraulic Characterization of the Surficial Aquifer System, and Origin of High Salinity Groundwater
Figure 1–3. Altitude of the H correlation marker
180
180
300
200
140
180
160
140
160
160
140
220
240
260
300
280
320
340
360
300280
180
200
160
180 200220
240
180
200220
240
240260280 300
309
134
193 140
188171
169
172179
199
163152147
188137
156
152
179
197
207
288
177
196
184
137
320
140
209
250
195
168
322365
260
124
294
307
338133
150
192195
180
186
192168
368
304
177135
160
181
278
290
250
282229 325
335
313294168
209218 315
151 176 165
128
228
186
237
128
318
179
171
200183
197
165
173 ND
ND
ND
ND
ND
NDND
198
ND
ND
ND
ND
ND ND
ND
ND
ND
NDND
146161
119137
145
168
151
157
196
148
168
183
198
260
188
COLLIER COUNTY
Base from U.S. Geological Survey digital data, Universal Transverse Mercator projection, zone 17
LakeOkeechobee
AT
LA
NT
ICO
CE
AN
80°00´80°15´80°30´80°45´
27°00´
26°45´
26°30´
81°00´
26°15´
20
0 5 10 MILES
0 5 10 KILOMETERSEXPLANATION
LINE OF EQUALALTITUDE--Showsaltitude of correlationmarker H, in feetbelow (+) NGVD 29.Contour interval is 20feet. Dashed whereapproximately locatedor inferred
WELL LOCATION ANDALTITUDE--Number isaltitude of correlationmarker H, in feetbelow (+) NGVD 29. NDis no data. See figure 1for local well numbers
335CANAL
ROAD
PALM
BEAC
HCO
UNTY
HEN
DRY
COUN
TY
BROWARD COUNTYPALM BEACH COUNTY
PALM BEACH COUNTYMARTIN COUNTY
GLADES COUNTY
OKEECHOBEECOUNTY
Appendixes 47
USG
Slo
cal w
ell
nam
eO
ther
iden
tifier
Sour
ce s
tudy
or o
wne
rLa
titud
e no
rth
(dd
mm
ss.
ss)
Long
itude
w
est
(dd
mm
ss.
ss)
Hor
izon
tal
datu
m
Tota
l hol
e de
pth
(feet
)
Alti
tude
of la
nd s
urfa
ce(fe
et N
GVD
29)
C-1
156
W-1
0018
26 1
5 00
80 5
7 20
NA
D 2
71,
000
14C
-116
9W
-176
14, B
ig C
ypre
ss S
anct
uary
Ree
se a
nd C
unni
ngha
m (2
000)
26 1
3 17
80 5
5 52
NA
D 2
719
515
G-2
312
BRT
-19
Fish
(198
8)26
13
4780
27
37N
AD
27
229
15G
-231
3B
RT-1
4Fi
sh (1
988)
26 1
9 58
80 4
1 06
NA
D 2
721
912
G-2
314
BRT
-13
Fish
(198
8)26
19
5280
50
02N
AD
27
199
20G
-231
5B
RT-1
5Fi
sh (1
988)
26 1
9 58
80 3
4 21
NA
D 2
724
918
G-2
340
BRT
-20
Fish
(198
8)26
14
5880
49
47N
AD
27
199
14G
-291
6M
W-1
Bro
war
d C
ount
y W
TP 2
A A
SR26
17
3680
06
24N
AD
27
1,20
017
HE-
1108
HY-
301,
HM
-265
SFW
MD
26 2
4 40
80 5
6 50
NA
D 2
713
220
HE-
1110
L-3
Dee
pR
eese
and
Cun
ning
ham
(200
0)26
23
0980
55
48N
AD
27
160
15H
E-11
16W
-178
68, L
-2 D
eep
Ree
se a
nd C
unni
ngha
m (2
000)
26 3
0 23
80 5
6 52
NA
D 8
319
518
HE-
1142
CP0
2-EA
AR
S-C
B-0
005
CER
P, U
SAC
E26
25
55.6
80 5
3 04
.4N
AD
27
184
14.0
9H
E-11
43C
P02-
EAA
RS-
CB
-000
6C
ERP,
USA
CE
26 2
1 42
.780
54
22.8
NA
D 2
718
114
.63
HE-
1144
CP0
2-EA
AR
S-C
B-0
014
CER
P, U
SAC
E26
24
12.7
80 5
4 27
.2N
AD
27
182
15.8
5M
-136
1EX
PM-1
Port
May
aca A
SR, S
FWM
D26
59
1780
36
20N
AD
83
1,38
022
.20
M-1
367
CP0
2-N
PBP1
-CB
-005
5C
ERP,
USA
CE
26 5
7 57
.280
25
17.4
NA
D 8
320
627
.10
PB-6
00Sc
hnei
der (
1976
)26
36
3380
03
57N
AD
27
345
15PB
-634
Schn
eide
r (19
76)
26 3
0 50
80 0
3 35
NA
D 2
718
810
PB-6
40Sc
hnei
der (
1976
)26
55
3280
13
56N
AD
27
236
19PB
-649
Schn
eide
r (19
76)
26 5
6 33
80 2
0 52
NA
D 2
720
526
PB-6
50Sc
hnei
der (
1976
)26
57
2880
29
00N
AD
27
193
7PB
-651
Schn
eide
r (19
76)
26 5
4 32
80 3
6 45
NA
D 2
723
622
PB-6
52A
Schn
eide
r (19
76)
26 4
7 08
80 0
3 51
NA
D 2
731
420
PB-6
53Sc
hnei
der (
1976
)26
46
5680
05
29N
AD
27
314
12PB
-654
Schn
eide
r (19
76)
26 4
7 08
80 0
6 58
NA
D 2
728
218
PB-6
55Sc
hnei
der (
1976
)26
48
3880
09
20N
AD
27
267
20PB
-657
Palm
Bea
ch C
ount
ySc
hnei
der (
1976
)26
37
5880
09
25N
AD
27
281
18PB
-658
Schn
eide
r (19
76)
26 2
2 01
80 0
9 13
NA
D 2
736
515
PB-6
65Sc
hnei
der (
1976
)26
21
4780
12
13N
AD
27
225
18
Tabl
e 1–
1.
Inve
ntor
y of
all
wel
ls u
sed
in th
is s
tudy
.
[Tot
al h
ole
dept
h is
in fe
et b
elow
land
surf
ace;
ASR
, aqu
fier s
tora
ge a
nd re
cove
ry; C
ERP,
Com
preh
ensi
ve E
verg
lade
s Res
tora
tion
Plan
; NR
, not
repo
rted;
PB
CW
UD
, Pal
m B
each
Cou
nty
Wat
er U
tiliti
es
Dep
artm
ent;
RO
, rev
erse
osm
osis
; SFW
MD
, Sou
th F
lorid
a W
ater
Man
agem
ent D
istri
ct; U
SAC
E, U
.S. A
rmy
Cor
ps o
f Eng
inee
rs; U
SGS,
U.S
. Geo
logi
cal S
urve
y; W
TP, w
aste
wat
er tr
eatm
ent p
lant
]
48 Hydrogeologic and Hydraulic Characterization of the Surficial Aquifer System, and Origin of High Salinity Groundwater
USG
Slo
cal w
ell
nam
eO
ther
iden
tifier
Sour
ce s
tudy
or o
wne
rLa
titud
e no
rth
(dd
mm
ss.
ss)
Long
itude
w
est
(dd
mm
ss.
ss)
Hor
izon
tal
datu
m
Tota
l hol
e de
pth
(feet
)
Alti
tude
of la
nd s
urfa
ce(fe
et N
GVD
29)
PB-6
66Sc
hnei
der (
1976
)26
22
1380
06
52N
AD
27
415
13PB
-667
Schn
eide
r (19
76)
26 4
1 23
80 0
5 45
NA
D 2
735
715
PB-6
68Sc
hnei
der (
1976
)26
36
3480
05
12N
AD
27
358
10PB
-669
Schn
eide
r (19
76)
26 3
5 15
80 0
4 52
NA
D 2
734
512
PB-6
70Sc
hnei
der (
1976
)26
35
1880
06
17N
AD
27
325
15PB
-671
Schn
eide
r (19
76)
26 3
5 23
80 0
8 52
NA
D 2
711
918
PB-6
72Sc
hnei
der (
1976
)26
35
2780
12
17N
AD
27
234
18PB
-673
Schn
eide
r (19
76)
26 2
8 59
80 0
9 48
NA
D 2
724
819
PB-6
74Sc
hnei
der (
1976
)26
29
0280
06
54N
AD
27
302
17PB
-675
Schn
eide
r (19
76)
26 2
8 18
80 0
5 18
NA
D 2
738
714
PB-6
76Sc
hnei
der (
1976
)26
41
1380
23
56N
AD
27
175
15PB
-677
Schn
eide
r (19
76)
26 4
1 04
80 2
0 06
NA
D 2
719
016
PB-6
78Sc
hnei
der (
1976
)26
40
5880
17
52N
AD
27
189
20PB
-679
Schn
eide
r (19
76)
26 4
8 42
80 1
7 22
NA
D 2
717
422
PB-6
81Sc
hnei
der (
1976
)26
58
0280
05
38N
AD
27
248
12PB
-690
Schn
eide
r (19
76)
26 2
7 12
80 0
4 07
NA
D 2
727
511
PB-6
94Sc
hnei
der (
1976
)26
36
2780
03
04N
AD
27
249
8PB
-695
Schn
eide
r (19
76)
26 3
7 46
80 0
2 56
NA
D 2
724
96
PB-6
99Sc
hnei
der (
1976
)26
40
4380
09
27N
AD
27
357
20PB
-708
Schn
eide
r (19
76)
26 5
2 00
80 0
3 20
NA
D 2
715
418
PB-7
12Sc
hnei
der (
1976
)26
55
1080
08
07N
AD
27
280
14PB
-715
USG
S26
51
14.7
80 1
7 30
.8N
AD
27
8123
PB-7
47PB
-733
, inj
ectio
nSF
WM
D26
56
0680
08
24N
AD
83
1,28
013
PB-7
98Sc
hnei
der (
1976
)26
45
3780
08
56N
AD
27
120
18PB
-830
Schn
eide
r (19
76)
26 5
1 04
.580
24
42.8
NA
D 2
722
022
PB-8
33Sc
hnei
der (
1976
)26
52
5880
05
40N
AD
27
520
10PB
-834
BSc
hnei
der (
1976
)26
34
5580
03
08N
AD
27
201
8PB
-836
Schn
eide
r (19
76)
26 4
0 49
80 3
2 22
NA
D 2
724
012
PB-8
37Sc
hnei
der (
1976
)26
47
0280
31
34N
AD
27
200
12PB
-838
Schn
eide
r (19
76)
26 5
1 34
80 3
7 38
NA
D 2
724
014
Tabl
e 1–
1.
Inve
ntor
y of
all
wel
ls u
sed
in th
is s
tudy
.—Co
ntin
ued
[Tot
al h
ole
dept
h is
in fe
et b
elow
land
surf
ace;
ASR
, aqu
fier s
tora
ge a
nd re
cove
ry; C
ERP,
Com
preh
ensi
ve E
verg
lade
s Res
tora
tion
Plan
; NR
, not
repo
rted;
PB
CW
UD
, Pal
m B
each
Cou
nty
Wat
er U
tiliti
es
Dep
artm
ent;
RO
, rev
erse
osm
osis
; SFW
MD
, Sou
th F
lorid
a W
ater
Man
agem
ent D
istri
ct; U
SAC
E, U
.S. A
rmy
Cor
ps o
f Eng
inee
rs; U
SGS,
U.S
. Geo
logi
cal S
urve
y; W
TP, w
aste
wat
er tr
eatm
ent p
lant
]
Appendixes 49
USG
Slo
cal w
ell
nam
eO
ther
iden
tifier
Sour
ce s
tudy
or o
wne
rLa
titud
e no
rth
(dd
mm
ss.
ss)
Long
itude
w
est
(dd
mm
ss.
ss)
Hor
izon
tal
datu
m
Tota
l hol
e de
pth
(feet
)
Alti
tude
of la
nd s
urfa
ce(fe
et N
GVD
29)
PB-8
39Sc
hnei
der (
1976
)26
41
1280
40
03N
AD
27
220
15PB
-841
Schn
eide
r (19
76)
26 2
0 00
80 3
2 20
NA
D 2
725
020
PB-8
42Sc
hnei
der (
1976
)26
20
0080
46
40N
AD
27
240
16PB
-843
Schn
eide
r (19
76)
26 4
1 53
80 4
8 33
NA
D 2
757
513
PB-8
80O
ther
26 5
4 37
.280
10
30.8
NA
D 2
711
817
.06
PB-1
026
Fisc
her (
1980
)26
47
1580
08
23N
AD
27
114
17PB
-102
9Sw
ayze
and
oth
ers (
1980
)26
48
0280
08
13N
AD
27
129
18PB
-103
8Sw
ayze
and
oth
ers (
1980
)26
48
1780
06
23N
AD
27
123
17PB
-106
5A
PT p
rodu
ctio
n w
ell
Fisc
her (
1980
)26
46
1080
07
25N
AD
27
115
16PB
-108
2Sw
ayze
and
oth
ers (
1980
)26
50
3480
05
01N
AD
27
200
12PB
-108
3Sw
ayze
and
oth
ers (
1980
)26
50
2780
06
00N
AD
27
200
12PB
-108
4Sw
ayze
and
oth
ers (
1980
)26
50
2780
10
02N
AD
27
200
18PB
-108
5Sw
ayze
and
oth
ers (
1980
)26
50
2780
11
57N
AD
27
200
18PB
-108
6Sw
ayze
and
oth
ers (
1980
)26
50
1880
07
58N
AD
27
200
18PB
-108
7Sw
ayze
and
oth
ers (
1980
)26
45
5580
11
52N
AD
27
200
18PB
-108
8Sw
ayze
and
oth
ers (
1980
)26
45
5580
13
44N
AD
27
200
19PB
-108
9Sw
ayze
and
oth
ers (
1980
)26
42
2580
08
47N
AD
27
240
17PB
-109
0Sw
ayze
and
oth
ers (
1980
)26
37
4580
06
40N
AD
27
200
16PB
-109
1Sw
ayze
and
oth
ers (
1980
)26
37
2880
10
25N
AD
27
160
17PB
-109
2Sw
ayze
and
oth
ers (
1980
)26
36
2380
13
25N
AD
27
200
18PB
-109
3Sw
ayze
and
oth
ers (
1980
)26
36
2680
15
15N
AD
27
200
18PB
-109
4Sw
ayze
and
oth
ers (
1980
)26
36
2980
17
14N
AD
27
180
18PB
-109
5Sc
hnei
der (
1976
)26
31
3880
06
47N
AD
27
300
17PB
-109
6Sc
hnei
der (
1976
)26
31
3880
09
52N
AD
27
220
20PB
-109
7Sw
ayze
and
oth
ers (
1980
)26
31
45.2
80 1
3 42
.4N
AD
27
160
16PB
-109
8Sw
ayze
and
oth
ers (
1980
)26
48
3680
13
01N
AD
27
180
20PB
-109
9Sw
ayze
and
oth
ers (
1980
)26
52
5080
10
36N
AD
27
180
18PB
-110
0Sw
ayze
and
oth
ers (
1980
)26
20
0780
13
45N
AD
27
200
15PB
-110
1Sw
ayze
and
oth
ers (
1980
)26
24
0580
07
18N
AD
27
220
19PB
-110
2Sw
ayze
and
oth
ers (
1980
)26
27
1180
11
14N
AD
27
235
18
Tabl
e 1–
1.
Inve
ntor
y of
all
wel
ls u
sed
in th
is s
tudy
.—Co
ntin
ued
[Tot
al h
ole
dept
h is
in fe
et b
elow
land
surf
ace;
ASR
, aqu
fier s
tora
ge a
nd re
cove
ry; C
ERP,
Com
preh
ensi
ve E
verg
lade
s Res
tora
tion
Plan
; NR
, not
repo
rted;
PB
CW
UD
, Pal
m B
each
Cou
nty
Wat
er U
tiliti
es
Dep
artm
ent;
RO
, rev
erse
osm
osis
; SFW
MD
, Sou
th F
lorid
a W
ater
Man
agem
ent D
istri
ct; U
SAC
E, U
.S. A
rmy
Cor
ps o
f Eng
inee
rs; U
SGS,
U.S
. Geo
logi
cal S
urve
y; W
TP, w
aste
wat
er tr
eatm
ent p
lant
]
50 Hydrogeologic and Hydraulic Characterization of the Surficial Aquifer System, and Origin of High Salinity Groundwater
USG
Slo
cal w
ell
nam
eO
ther
iden
tifier
Sour
ce s
tudy
or o
wne
rLa
titud
e no
rth
(dd
mm
ss.
ss)
Long
itude
w
est
(dd
mm
ss.
ss)
Hor
izon
tal
datu
m
Tota
l hol
e de
pth
(feet
)
Alti
tude
of la
nd s
urfa
ce(fe
et N
GVD
29)
PB-1
103
Sway
ze a
nd o
ther
s (19
80)
26 2
4 03
80 1
0 16
NA
D 2
724
021
PB-1
104
Sway
ze a
nd o
ther
s (19
80)
26 2
6 45
80 0
7 18
NA
D 2
734
020
PB-1
105
Sway
ze a
nd o
ther
s (19
80)
26 1
9 39
80 1
0 09
NA
D 2
721
715
PB-1
106
Sway
ze a
nd o
ther
s (19
80)
26 2
2 28
80 2
1 49
NA
D 2
721
723
PB-1
107
Sway
ze a
nd o
ther
s (19
80)
26 2
8 07
.980
13
16.7
NA
D 2
720
015
PB-1
108
Sway
ze a
nd o
ther
s (19
80)
26 2
4 03
80 1
4 13
NA
D 2
720
014
PB-1
109
Sway
ze a
nd o
ther
s (19
80)
26 5
1 15
80 1
7 31
NA
D 2
717
123
PB-1
144
PBF-
1B
RD
VW
CO
ND
OS,
SFW
MD
26 5
8 11
80 0
5 13
NA
D 8
31,
038
13PB
-116
6IW
-1Pr
att &
Whi
tney
26 5
4 06
80 1
8 22
NA
D 2
73,
310
25PB
-116
8IW
-1
PBC
WU
D S
yste
m 9
Nor
th26
23
3480
12
11N
AD
27
3,30
020
PB-1
173
MW
-1
AC
ME
Impr
ovem
ent D
istri
ct26
38
0480
13
57N
AD
27
2,01
017
PB-1
176
IW-1
R
oyal
Pal
m B
each
26 4
4 04
80 1
4 04
NA
D 2
73,
300
17.8
3PB
-118
4IW
-1
Paho
kee
26 4
8 01
80 3
9 59
NA
D 2
73,
510
13.0
3PB
-119
2R
O IW
-1
Boy
nton
Bea
ch R
O R
ejec
t26
31
4480
07
17N
AD
27
3,31
219
.42
PB-1
195
ASR
MW
-1B
oynt
on B
each
Eas
t WTP
26 3
0 49
80 0
3 45
NA
D 2
743
518
.90
PB-1
197
RO
-5Ju
pite
r RO
26 5
5 24
80 0
9 22
NA
D 2
71,
665
17PB
-154
4A
PT si
te 9
dee
p te
st w
ell
USG
S26
38
57.9
80 1
0 09
.5N
AD
83
260
18PB
-154
5A
PT si
te 9
pro
duct
ion
wel
lU
SGS
26 3
8 57
.980
10
09.5
NA
D 8
316
018
PB-1
546
APT
site
15
deep
test
wel
lU
SGS
26 5
6 06
80 1
3 55
NA
D 2
717
020
PB-1
547
APT
site
15
prod
uctio
n w
ell
USG
S26
56
0680
13
55N
AD
27
120
20PB
-155
0A
PT si
te 1
4 de
ep te
st w
ell
USG
S26
51
3480
17
27N
AD
27
180
23PB
-155
5A
PT si
te 1
3 de
ep te
st w
ell
USG
S26
48
4380
12
50N
AD
27
190
19PB
-155
8A
PT si
te 1
2 de
ep te
st w
ell
USG
S26
48
3480
19
34N
AD
27
200
20PB
-156
4A
PT si
te 1
1 de
ep te
st w
ell
USG
S26
45
5580
15
17N
AD
27
220
20PB
-156
7A
PT si
te 1
0 de
ep te
st w
ell
USG
S26
41
0180
16
30N
AD
27
190
17PB
-157
1A
PT si
te 8
dee
p te
st w
ell
USG
S26
35
0980
10
22N
AD
27
260
19PB
-157
4A
PT si
te 2
dee
p te
st w
ell
USG
S26
25
5380
12
15N
AD
27
240
19PB
-157
6A
PT si
te 1
6 de
ep te
st w
ell
USG
S26
32
5580
13
36N
AD
27
190
17PB
-157
8A
PT si
te 7
dee
p te
st w
ell
USG
S26
37
0280
05
19N
AD
27
270
10PB
-158
1A
PT si
te 1
dee
p te
st w
ell
USG
S26
21
4780
10
16N
AD
27
320
17
Tabl
e 1–
1.
Inve
ntor
y of
all
wel
ls u
sed
in th
is s
tudy
.—Co
ntin
ued
[Tot
al h
ole
dept
h is
in fe
et b
elow
land
surf
ace;
ASR
, aqu
fier s
tora
ge a
nd re
cove
ry; C
ERP,
Com
preh
ensi
ve E
verg
lade
s Res
tora
tion
Plan
; NR
, not
repo
rted;
PB
CW
UD
, Pal
m B
each
Cou
nty
Wat
er U
tiliti
es
Dep
artm
ent;
RO
, rev
erse
osm
osis
; SFW
MD
, Sou
th F
lorid
a W
ater
Man
agem
ent D
istri
ct; U
SAC
E, U
.S. A
rmy
Cor
ps o
f Eng
inee
rs; U
SGS,
U.S
. Geo
logi
cal S
urve
y; W
TP, w
aste
wat
er tr
eatm
ent p
lant
]
Appendixes 51
USG
Slo
cal w
ell
nam
eO
ther
iden
tifier
Sour
ce s
tudy
or o
wne
rLa
titud
e no
rth
(dd
mm
ss.
ss)
Long
itude
w
est
(dd
mm
ss.
ss)
Hor
izon
tal
datu
m
Tota
l hol
e de
pth
(feet
)
Alti
tude
of la
nd s
urfa
ce(fe
et N
GVD
29)
PB-1
586
APT
site
6 d
eep
test
wel
lU
SGS
26 3
4 43
80 0
3 30
NA
D 2
742
018
PB-1
598
APT
site
4 d
eep
test
wel
lU
SGS
26 2
8 05
80 1
0 16
NA
D 2
727
019
PB-1
603
APT
site
5 d
eep
test
wel
lU
SGS
26 3
2 16
80 0
6 17
NA
D 2
739
015
PB-1
605
APT
site
3 d
eep
test
wel
lU
SGS
26 2
6 36
80 0
6 21
NA
D 2
743
015
PB-1
607
APT
site
17
deep
test
wel
lU
SGS
26 5
2 48
80 1
0 38
NA
D 2
722
018
PB-1
608
APT
site
17
prod
uctio
n w
ell
USG
S26
52
4880
10
38N
AD
27
150
18PB
-161
3U
SGS
26 5
4 27
80 2
4 15
NA
D 2
716
225
PB-1
614
USG
S26
56
3380
20
30N
AD
27
155
24PB
-169
3A
SR M
W-1
Wes
t Pal
m B
each
ASR
26 4
2 58
80 0
3 49
NA
D 8
31,
191
18.9
7PB
-169
5PB
F-3,
4,5;
Lak
e Ly
tal
SFW
MD
26 4
0 34
80 0
6 09
NA
D 2
72,
490
15PB
-169
6W
-750
0Su
gar C
ane
Gro
wer
s Coo
p26
25
0680
39
15N
AD
27
1,70
511
PB-1
702
ASR
-1D
elra
y B
each
Nor
th S
tora
ge R
eser
voir
26 2
8 01
80 0
5 59
NA
D 2
71,
200
21.2
0PB
-170
3W
-175
54, G
-200
Ree
se a
nd C
unni
ngha
m (2
000)
26 2
6 07
80 4
8 37
NA
D 2
722
120
PB-1
704
W-1
7747
, Sod
Far
mR
eese
and
Cun
ning
ham
(200
0)26
23
5980
34
34N
AD
27
201
11PB
-176
1B
-6 C
ore
Test
USG
S26
21
19.1
80 1
7 41
.8N
AD
27
120
10PB
-176
5A
SR E
XW
-1, H
illsb
oro
Can
al W
est S
ite 1
SFW
MD
26 2
1 19
80 1
7 42
NA
D 8
31,
225
10PB
-176
9PB
C-2
SF
WM
D (S
altw
ater
mon
itorin
g ne
twor
k)26
35
2280
03
30N
AD
27
337
15PB
-177
5A
SR F
AM
W, H
illsb
oro
Can
al E
ast
PBC
WU
D26
20
0080
13
13N
AD
27
1,65
016
.33
PB-1
777
PBF-
7, S
outh
Bay
SFW
MD
26 4
1 58
80 4
2 57
NA
D 2
72,
504
10PB
-178
1C
P02-
NPB
P1-C
B-0
056
CER
P, U
SAC
E26
42
00.2
80 2
1 50
.6N
AD
83
205
13.9
0PB
-178
2C
P02-
NPB
P1-C
B-0
057
CER
P, U
SAC
E26
45
32.6
80 0
8 18
NA
D 8
320
617
.80
PB-1
783
CP0
2-N
PBP1
-CB
-005
8C
ERP,
USA
CE
26 4
5 28
.180
15
48N
AD
83
205
21.6
0PB
-178
4D
MW
-2H
ighl
and
Bea
ch R
O R
ejec
t26
24
4080
03
54N
AD
83
425
8PB
-178
5C
P02-
EAA
RS-
CB
-000
1C
ERP,
USA
CE
26 2
6 07
.380
37
00.4
NA
D 2
718
011
.84
PB-1
786
CP0
2-EA
AR
S-C
B-0
002
CER
P, U
SAC
E26
28
00.1
80 4
5 13
.7N
AD
27
182
13.3
8PB
-178
7C
P02-
EAA
RS-
CB
-000
3C
ERP,
USA
CE
26 2
7 49
80 4
1 21
NA
D 2
718
312
.15
PB-1
788
CP0
2-EA
AR
S-C
B-0
004
CER
P, U
SAC
E26
22
3980
31
46N
AD
27
180
11.3
9PB
-178
9C
P02-
EAA
RS-
CB
-000
7C
ERP,
USA
CE
26 2
3 52
.980
35
16.6
NA
D 2
776
11.8
2PB
-179
0C
P02-
EAA
RS-
CB
-000
8C
ERP,
USA
CE
26 2
8 13
.180
38
38.4
NA
D 2
767
11.5
6PB
-179
2C
P02-
EAA
RS-
MW
-001
0C
ERP,
USA
CE
26 2
3 58
.380
40
52.5
NA
D 2
773
11.9
2
Tabl
e 1–
1.
Inve
ntor
y of
all
wel
ls u
sed
in th
is s
tudy
.—Co
ntin
ued
[Tot
al h
ole
dept
h is
in fe
et b
elow
land
surf
ace;
ASR
, aqu
fier s
tora
ge a
nd re
cove
ry; C
ERP,
Com
preh
ensi
ve E
verg
lade
s Res
tora
tion
Plan
; NR
, not
repo
rted;
PB
CW
UD
, Pal
m B
each
Cou
nty
Wat
er U
tiliti
es
Dep
artm
ent;
RO
, rev
erse
osm
osis
; SFW
MD
, Sou
th F
lorid
a W
ater
Man
agem
ent D
istri
ct; U
SAC
E, U
.S. A
rmy
Cor
ps o
f Eng
inee
rs; U
SGS,
U.S
. Geo
logi
cal S
urve
y; W
TP, w
aste
wat
er tr
eatm
ent p
lant
]
52 Hydrogeologic and Hydraulic Characterization of the Surficial Aquifer System, and Origin of High Salinity Groundwater
USG
Slo
cal w
ell
nam
eO
ther
iden
tifier
Sour
ce s
tudy
or o
wne
rLa
titud
e no
rth
(dd
mm
ss.
ss)
Long
itude
w
est
(dd
mm
ss.
ss)
Hor
izon
tal
datu
m
Tota
l hol
e de
pth
(feet
)
Alti
tude
of la
nd s
urfa
ce(fe
et N
GVD
29)
PB-1
794
MP2
-A, E
NR
Har
vey
and
othe
rs (2
002)
26 3
8 19
.480
25
38.3
NA
D 2
710
1.9
15.6
PB-1
797
MP3
-A, E
NR
Har
vey
and
othe
rs (2
002)
26 3
8 54
.580
26
40.1
NA
D 2
719
117
.20
PB-1
798
MP3
-B, E
NR
Har
vey
and
othe
rs (2
002)
26 3
8 54
.580
26
40.1
NA
D 2
719
0.9
17.2
PB-1
801
BP-
DM
W-W
SFW
MD
26 2
0 54
.27
80 1
7 49
.33
NA
D 8
310
712
.44
PB-1
802
BP-
SMW
-WSF
WM
D26
20
54.3
680
17
49.3
3N
AD
83
3212
.48
PB-1
803
HA
SR-S
ASM
W-1
SFW
MD
26 2
1 17
.780
17
41.5
NA
D 2
720
811
PB-1
804
LEC
7, S
-6 P
ump
Stat
ion
This
stud
y26
28
29.4
80 2
6 54
.2N
AD
83
230
12PB
-180
5LE
C 8,
US
27, b
end
to n
orth
This
stud
y26
33
5980
42
35.7
NA
D 8
320
012
PB-1
806
LEC
9, U
S 44
1 &
C-5
1Th
is st
udy
26 4
0 46
.580
12
10.7
NA
D 8
320
520
PB-1
807
LEC
10, A
PT si
te 8
, Tur
npik
e and
Lan
tana
Rd
This
stud
y26
35
12.3
80 1
0 21
.4N
AD
83
205
19PB
-180
8LE
C 1
1, S
R 7
10 &
C-1
8Th
is st
udy
(dat
a no
t use
d)26
48
47.6
80 0
9 21
.4N
AD
83
200
18W
-543
526
47
2880
58
14N
AD
27
1,20
05
Tabl
e 1–
1.
Inve
ntor
y of
all
wel
ls u
sed
in th
is s
tudy
.—Co
ntin
ued
[Tot
al h
ole
dept
h is
in fe
et b
elow
land
surf
ace;
ASR
, aqu
fier s
tora
ge a
nd re
cove
ry; C
ERP,
Com
preh
ensi
ve E
verg
lade
s Res
tora
tion
Plan
; NR
, not
repo
rted;
PB
CW
UD
, Pal
m B
each
Cou
nty
Wat
er U
tiliti
es
Dep
artm
ent;
RO
, rev
erse
osm
osis
; SFW
MD
, Sou
th F
lorid
a W
ater
Man
agem
ent D
istri
ct; U
SAC
E, U
.S. A
rmy
Cor
ps o
f Eng
inee
rs; U
SGS,
U.S
. Geo
logi
cal S
urve
y; W
TP, w
aste
wat
er tr
eatm
ent p
lant
]
Appendixes 53
Top
(feet
)B
otto
m
(feet
)Th
ickn
ess
(feet
)Re
cove
red
(feet
)Pr
imar
y ro
ck ty
peCo
lor
Gra
in s
ize
Not
es
0.0
5.0
5.0
0.5
Sand
y lim
esto
neLi
ght g
ray
Fine
-med
ium
qua
rtz
sand
A
bund
ant q
uartz
sand
in m
atix
. May
be
mor
e of
a sa
nd-
ston
e.5.
09.
04.
03.
5Sa
ndy
float
ston
e-ru
dsto
neW
hite
to y
ello
wis
h-gr
ay to
ligh
t gra
yA
bund
ant q
uartz
sand
(fine
-med
ium
) in
plac
es. H
igh
mol
dic
poro
sity
. Man
y sh
ells
dis
solv
ed; s
chiz
opor
ella
br
yozo
an9.
010
.01.
00.
3Sa
ndst
one
Yello
wis
h-gr
ayFi
ne-m
ediu
mQ
uartz
ose,
with
abu
ndan
t she
lls10
.015
.05.
0N
o re
cove
ryC
uttin
gs: s
ands
tone
Pink
ish
gray
Fine
-med
ium
Q
uartz
ose,
no
shel
ls
15.0
17.0
2.0
~2Sa
ndst
one
Yello
wis
h-gr
ay to
lig
ht g
ray
Fine
-coa
rse
Qua
rtzos
e; a
bund
ant l
arge
shel
ls; m
ore
abun
dant
lim
e gr
ains
in lo
wer
par
t; lig
ht to
med
ium
ligh
t gra
y m
ot-
tling
whi
ch c
ould
be
infil
ling
or b
urro
win
g17
.020
.03.
0<
1.0
Lim
esto
neLi
ght t
o m
ediu
m-li
ght
gray
Abu
ndan
t she
ll
frag
men
tsM
atrix
is q
uartz
sand
ston
e an
d gr
ay m
ottle
d sa
ndy
mic
rite
20.0
25.0
5.0
4.0
Lim
esto
neSi
mila
r to
abov
eM
ore
shel
ls th
an
abov
eLa
min
ated
cal
cret
e at
21
ft (li
ght a
nd g
ray
laye
rs);
gast
ro-
pod
rich
laye
r with
abu
ndan
t lim
e m
ud in
fillin
g at
21
.5 ft
; low
er p
art i
s mos
tly st
acke
d w
hole
mol
usk
shel
ls—
mos
t she
lls a
re n
ot le
ache
d ou
t (or
igin
al sh
ell
mat
eria
l); h
igh
poro
sity
25.0
30.0
5.0
2.0
Lim
esto
ne-g
rain
ston
eA
s abo
veC
oars
e sh
ell c
oqui
naSo
lidar
y co
ral f
ragm
ents
at 2
6.5
ft30
.035
.05.
0<1
.0Sa
nd
Yello
wis
h-gr
ayFi
ne, w
ell s
orte
dLo
ose;
occ
asio
nal q
uarte
r to
penn
y-si
zed
calm
shel
ls
sim
ilar t
o ab
ove;
trac
e bl
ack
grai
ns35
.040
.05.
0<1
.0Sa
ndYe
llow
ish-
gray
Fine
-coa
rse,
mos
tly
fine
Loos
e; m
ore
shel
ls th
an a
bove
; rar
e bl
ack
grai
ns; L
ower
pa
rt gr
ades
to b
row
n bl
ebs i
mbe
dded
in m
atrix
; (co
uld
be o
rgan
ic m
atte
r or F
eO in
soil
zone
)40
.044
.54.
54.
0Sa
ndVe
ry li
ght g
ray
to
yello
wis
h-gr
ayFi
ne, w
ell s
orte
dA
bund
ant c
oars
e sh
ell f
ragm
ents
; bla
ck g
rain
s—tra
ce to
1
or 2
%; m
ay g
rade
into
lim
e sa
nd in
pla
ces
44.5
45.0
0.5
0.4
Lim
e m
udst
one
Ligh
t bro
wni
sh g
ray
45.0
47.0
2.0
1.5
Sand
Yello
wis
h-gr
ayFi
ne, p
oorly
sorte
dSi
lty to
mud
dy; g
rade
s dow
n to
abu
ndan
t lar
ge sh
ells
47.0
48.0
1.0
1.0
Lim
e m
udst
one
to
shel
l has
hVe
ry li
ght g
ray
48.0
49.0
1.0
1.0
Floa
tsto
neVe
ry li
ght g
ray
to
light
gra
yVe
ry c
oars
e w
hole
sh
ells
(orig
inal
m
ater
ial)
Den
se, l
ow p
oros
ity; s
ome
fine
quar
tz sa
nd in
mat
ix; s
teep
irr
egul
ar d
isso
lutio
n su
rfac
e at
top
with
som
e in
fillin
g of
bro
wni
sh m
ater
ial f
rom
abo
ve; s
olid
ary
cora
l on
top
of sl
ope
Tabl
e 1–
2.
PB-1
761
(B-6
cor
e te
st) l
ithol
ogic
des
crip
tion.
[Des
crip
tions
by
R.S
. Ree
se, M
arch
200
6. A
ll re
fere
nces
to “
sand
ston
e,”
“san
d” o
r “sa
ndy”
impl
y do
min
antly
qua
rtz sa
nd u
nles
s oth
erw
ise
spec
ified
, suc
h as
car
bona
te o
r she
ll sa
nd. C
olor
is a
ccor
ding
to th
e R
ock-
colo
r cha
rt ba
sed
on th
e M
unse
ll sy
stem
(194
8). C
ontin
uous
cor
e fr
om su
rfac
e to
tota
l dep
th o
f 120
ft]
54 Hydrogeologic and Hydraulic Characterization of the Surficial Aquifer System, and Origin of High Salinity Groundwater
Top
(feet
)B
otto
m
(feet
)Th
ickn
ess
(feet
)Re
cove
red
(feet
)Pr
imar
y ro
ck ty
peCo
lor
Gra
in s
ize
Not
es
49.0
50.0
1.0
0.0
Ass
umes
two
feet
re
cove
red
from
47
–50
ft is
from
top
of in
terv
al50
.053
.03.
01.
5Fl
oats
tone
, sim
ilar t
o ab
ove
Very
ligh
t gra
y to
lig
ht g
ray
May
be
mor
e of
a
sand
ston
e at
top
(upp
er fe
w in
ches
)
Shel
l fra
gmen
ts a
re d
ense
; ano
ther
stee
p di
ssol
utio
n su
rfac
e a
few
inch
es fr
om to
p w
ith c
onch
shel
ls o
n to
p;
trace
bla
ck g
rain
s53
.054
.51.
51.
5Fl
oats
tone
, sim
ilar t
o ab
ove
May
be
mor
e fin
e qu
artz
sand
Are
as o
f mot
tled
dark
er g
ray
limes
tone
; may
be
biot
ur-
bate
d; lo
oks l
ike
area
s of d
isso
lutio
n co
ated
with
dar
ker
gray
lim
esto
ne54
.555
.00.
50.
5Fl
oats
tone
, sam
e as
ab
ove
Gra
des t
o m
ediu
m o
r m
ediu
m d
ark
gray
in
pla
ces
Very
coa
rse
shel
l fr
agm
ents
Larg
e m
onas
tria
cora
l at b
otto
m
55.0
57.0
2.0
1.0
Floa
tsto
ne, s
imila
r to
abov
eM
ottle
d ye
llow
ish-
gray
to m
ediu
m o
r m
ediu
m d
ark
gray
Den
se; l
arge
who
le p
elyp
od sh
ells
in lo
wer
par
t, al
so
mon
astri
a co
ral f
ragm
ents
; low
er p
art i
s san
dsto
ne to
m
udst
one,
yel
low
ish-
gray
, mud
dy, s
ilty
with
med
ium
gr
aine
d qu
artz
com
mon
57.0
60.0
3.0
0.7
Lam
inat
ed c
alcr
ete
Yello
wis
h-gr
ay to
m
ediu
m o
r med
ium
da
rk g
ray
Mos
tly m
udst
one
grad
ing
dow
n to
sand
ston
e(?)
, bre
cci-
ated
laye
rs a
nd sh
ell m
ater
ial;
med
ium
gra
y la
yer a
t to
p (s
urfa
ce c
oatin
g w
ith c
rinul
ated
bot
tom
); at
bot
-to
m—
piec
e of
mon
astri
a co
ral a
nd sh
ell c
oqui
na60
.065
.05.
00.
1 to
0.2
Mud
ston
eW
hite
to m
ediu
m g
ray
Har
d, d
ense
, abu
ndan
t she
ll fr
agm
ents
; pin
poi
nt p
oros
ity65
.070
.05.
00.
9Sa
ndYe
llow
ish-
gray
Fine
(silt
y to
coa
rse)
, po
orly
to m
oder
ate
sorte
d
Shel
l fra
gmen
ts c
omm
on; fi
ne g
rain
ed b
lack
gra
ins c
om-
mon
(tra
ce to
2 o
r 3%
); so
me
coar
se q
uartz
gra
ins
70.0
75.0
5.0
1.3
Mud
ston
eA
bund
ant s
hell
frag
-m
ents
Trac
e fin
e bl
ack
grai
ns; p
inpo
int p
oros
ity
Gra
des d
own
to:
Shel
lM
uddy
Unc
onso
lidat
ed; s
ome
who
le sh
ells
; lim
e sa
nd to
mud
m
atrix
; she
ll fr
agm
ents
incr
ease
with
dep
th75
.076
.01.
00.
4Sa
nd, a
s abo
ve a
t 65
ft76
.080
.04.
01.
9Sa
nd, s
ame
as a
bove
Gra
y co
lor i
ncre
asin
gA
bund
ant c
oars
e gr
ain
shel
l flak
es; b
lack
gra
ins m
ore
com
mon
(5–1
0%);
in lo
wer
par
t abu
ndan
t who
le o
r m
ostly
who
le sm
all t
o m
ediu
m m
olus
k sh
ells
80.0
85.0
5.0
1.8
Sand
ston
e to
sand
y gr
ains
tone
Ligh
t gra
yFi
ne-c
oars
e50
–50
quar
tz g
rain
s(?)
; lim
e gr
ains
are
lim
esto
ne a
nd
shel
l; qu
artz
gra
ins t
end
to b
e fin
er; p
hosp
hatic
; coa
rser
gr
aine
d an
d le
ss q
uartz
tow
ard
botto
m85
.090
.05.
01.
3G
rain
ston
e to
w
acks
tone
Sim
ilar t
o ab
ove
Ove
rall
less
qua
rtz sa
nd th
an a
bove
; gra
des d
own
to li
me
mud
mat
rix w
ith so
me
larg
e or
igin
al c
lam
shel
ls
Tabl
e 1–
2.
PB-1
761
(B-6
cor
e te
st) l
ithol
ogic
des
crip
tion.
—Co
ntin
ued
[Des
crip
tions
by
R.S
. Ree
se, M
arch
200
6. A
ll re
fere
nces
to “
sand
ston
e,”
“san
d” o
r “sa
ndy”
impl
y do
min
antly
qua
rtz sa
nd u
nles
s oth
erw
ise
spec
ified
, suc
h as
car
bona
te o
r she
ll sa
nd. C
olor
is a
ccor
ding
to th
e R
ock-
colo
r cha
rt ba
sed
on th
e M
unse
ll sy
stem
(194
8). C
ontin
uous
cor
e fr
om su
rfac
e to
tota
l dep
th o
f 120
ft]
Appendixes 55
Top
(feet
)B
otto
m
(feet
)Th
ickn
ess
(feet
)Re
cove
red
(feet
)Pr
imar
y ro
ck ty
peCo
lor
Gra
in s
ize
Not
es
90.0
91.0
1.0
0.5
Pack
ston
e to
w
acks
tone
Whi
te to
ver
y lig
ht
gray
Med
ium
to c
oars
eM
inor
qua
rtz g
rain
s; tr
ace
phos
phat
e
91.0
95.0
4.0
0.7?
Pack
ston
e, si
mila
r to
abov
eQ
uartz
gra
ins m
ay b
e 10
–20%
, but
may
dom
inat
e in
lo
wer
par
t95
.096
.01.
00.
9Fl
oats
tone
dow
n to
gr
ains
tone
- pa
ckst
one
Very
ligh
t to
light
gr
ayM
ediu
m to
coa
rse
Den
se; q
uartz
ose;
pho
spha
tic; g
rain
ston
e in
low
er p
art i
s le
ss d
ense
and
coa
rser
gra
ined
(pin
kish
gra
y co
lor a
t bo
ttom
)96
.010
0.0
4.0
1.9
Sand
ston
eVe
ry li
ght t
o lig
ht.
gray
Med
ium
to c
oars
eTr
ace
up to
2%
pho
spha
te; l
imes
tone
and
shel
l fra
gmen
ts
com
mon
Gra
des d
own
to:
Shel
ly sa
ndst
one
or
grai
nsto
neC
oars
e (p
ea si
ze)
shel
l fra
gmen
tsLe
ss d
ense
and
mor
e po
rous
; mor
e ph
osph
ate;
qua
rtzos
e m
atrix
; mor
e lim
e m
ud in
mat
rix; h
igh
poro
sity
in
shel
ly la
yers
100.
010
3.0
3.0
1.8
Floa
tsto
neLi
ght g
ray
Med
ium
to c
oars
eM
atrix
is m
ediu
m-c
oars
e an
d qu
arto
se (u
p to
50%
) with
so
me
limes
tone
frag
men
ts a
s wel
l as s
hell
frag
men
ts;
som
e lm
mud
in m
atrix
, als
o tra
ce o
f pho
spha
te10
3.0
105.
02.
01.
0Fl
oats
tone
, sim
ilar t
o ab
ove
Abu
ndan
t sm
all s
hells
in la
yers
; ero
ded
and
diss
olve
d la
rge
(up
to 3
-in. t
hick
) pie
ces o
f rem
anen
t lim
esto
ne
whi
ch a
re d
ense
and
hav
e an
abu
ndan
t mic
rite
mat
rix—
they
are
sitti
ng a
t an
angl
e w
ith la
rge
hole
s infi
lled
with
m
ostly
shel
l mat
eria
l10
5.0
110.
05.
00.
0N
o re
cove
ry11
0.0
111.
01.
00.
6Sh
ell h
ash
Whi
te to
yel
low
ish-
gray
Fine
qua
rtz sd
mat
rixSh
ells
are
mos
tly p
ea si
ze w
ith c
omm
on g
astro
pods
111.
011
1.7
0.7
0.7
Shel
l has
h, a
s abo
veA
ssum
es 1
.8 ft
re
cove
red
from
111
to
115
ft is
from
top
of in
terv
al11
1.7
115.
03.
31.
1G
rain
ston
e to
pa
ckst
one
Very
ligh
t to
light
gr
ayM
ediu
m to
coa
rse
(qua
rtz)
Den
se; a
bund
ant q
uartz
gra
ins;
lime
mud
mat
rix; t
race
ph
osph
ate;
rang
es to
floa
tsto
ne a
s at 1
00 ft
; qua
rtz
grai
ns a
nd li
me
mud
mat
rix is
var
iabl
e; so
me
mol
dic
poro
sity
in lo
wer
par
t11
5.0
120.
05.
01.
7G
rain
ston
e to
pa
ckst
one
Sim
ilar t
o ab
ove
Less
den
se, f
riabl
e, so
ft, h
ighe
r por
osity
; qua
rtz g
rain
rich
in
pla
ces;
trac
e ph
osph
ate;
Lo
wer
par
t:H
as p
reva
lent
den
se m
icrit
e pi
eces
(ero
ded
limes
tone
ch
unks
sim
ilar t
o pi
eces
at 1
03 ft
)Lo
wes
t pie
ceSi
mila
r to
fria
ble
grai
nsto
ne a
t top
Has
coa
rse,
gra
y lim
esto
ne fr
agm
ents
floa
ting
in m
atrix
Tabl
e 1–
2.
PB-1
761
(B-6
cor
e te
st) l
ithol
ogic
des
crip
tion.
—Co
ntin
ued
[Des
crip
tions
by
R.S
. Ree
se, M
arch
200
6. A
ll re
fere
nces
to “
sand
ston
e,”
“san
d” o
r “sa
ndy”
impl
y do
min
antly
qua
rtz sa
nd u
nles
s oth
erw
ise
spec
ified
, suc
h as
car
bona
te o
r she
ll sa
nd. C
olor
is a
ccor
ding
to th
e R
ock-
colo
r cha
rt ba
sed
on th
e M
unse
ll sy
stem
(194
8). C
ontin
uous
cor
e fr
om su
rfac
e to
tota
l dep
th o
f 120
ft]
56 Hydrogeologic and Hydraulic Characterization of the Surficial Aquifer System, and Origin of High Salinity Groundwater
Dep
th
inte
rval
(fe
et)
Reco
very
met
hod
Prim
ary
rock
type
Colo
rG
rain
siz
e an
d m
odifi
ers
Not
es
0–4
SPT
Fill
Ligh
t gra
y4–
8A
ll SP
TPe
atD
ark
brow
n to
bla
ck8–
18A
ll SP
TM
udst
one
to sa
ndW
hite
to li
ght t
o ye
llow
ish-
gray
and
pa
le y
ello
wis
h-br
own
Very
fine
-fine
qua
rtzC
lay
rich—
occu
rrin
g as
bed
s(?)
and
mat
rix; c
omm
on la
rge
shel
l fra
gmen
ts; l
arge
lim
esto
ne fr
agm
ents
18–4
0SP
T fo
r 18
-22
ft;
rem
aind
er is
cu
tting
s
Floa
tsto
ne to
ru
dsto
ne to
w
acks
tone
Very
ligh
t to
yello
wis
h to
ligh
t oliv
e gr
ayFi
ne sa
ndA
bund
ant c
oars
e sh
ell f
ragm
ents
and
smal
l gas
tropo
ds in
car
-bo
nate
mud
mat
rix; w
ell c
emen
ted;
var
iabl
e sa
nd c
onte
nt;
good
por
osity
from
24
to 3
0 ft;
com
mon
spar
pie
ces o
r ce
men
t in
plac
es40
–50
Cut
tings
ex
cept
SPT
fo
r 42-
44
and
48-5
0
Mar
l to
sand
ston
eLi
ght t
o m
ediu
m li
ght g
ray
to li
ght
oliv
e gr
ayFi
ne q
uartz
Als
o m
udst
one
and
wac
ksto
ne; a
bund
ant c
lay
with
fine
bla
ck
spec
s and
lim
e m
ud m
atrix
; lim
esto
ne a
nd la
rge
shel
l fra
g-m
ents
; tra
ce d
ark
sand
gra
ins
50–6
2A
ll cu
tting
sW
acks
tone
to
sand
ston
eW
hite
to li
ght g
ray
to li
ght o
live
gray
Fine
qua
rtz (?
)C
omm
on sh
ell f
ragm
ents
; spa
r pie
ces;
som
e br
own
mud
ston
e pi
eces
62–6
8C
uttin
gs
exce
pt S
PT
for 6
4-66
Wac
ksto
ne to
m
udst
one
Ligh
t gra
y to
yel
low
ish-
gray
Fine
qua
rtzC
omm
on la
rge
whi
te sh
ell f
ragm
ents
and
larg
e fo
ssils
; cla
y/lim
e m
ud a
s gra
in c
oatin
gs a
nd so
me
piec
es; o
ne p
iece
has
da
rk o
rgan
ic m
atte
r in
pits
68–7
0C
uttin
gsC
lay
and
sand
ston
eLi
ght o
live
gray
Very
fine
-fine
With
ver
y fin
e da
rk fl
ecks
70–9
8SP
T fo
r 70
-74,
76-7
8,
86-8
8, 9
2-96
; re
mai
nder
is
cutti
ngs
Mud
ston
e-w
ack-
ston
e-flo
atst
one-
pack
ston
e-
sand
ston
e
Yello
wis
h-gr
ay to
ligh
t gra
y to
ligh
t ol
ive
gray
Very
fine
-fine
qua
rtzA
bund
ant s
hell
frag
men
ts; s
ome
clay
/mud
coa
tings
in u
pper
pa
rt; so
me
blac
keni
ng o
f sur
face
s; m
oldi
c an
d vu
ggy
poro
s-ity
from
70
to 8
0 ft
and
86 to
98
ft
98–1
00SP
TSa
nd a
nd sh
ell
Ligh
t gra
y to
dar
k gr
ayM
ediu
m-c
oars
e qu
artz
Cle
ar q
uartz
gra
ins;
20%
dar
k lim
esto
ne fr
agm
ents
; 30–
40%
sh
ell f
ragm
ents
; 1–3
% p
hosp
hate
gra
ins;
floa
ting
fine-
grai
ned
sand
ston
e pi
eces
100–
110
All
cutti
ngs
Mud
ston
eVe
ry li
ght t
o lig
ht g
ray
Fine
-med
ium
qua
rtzH
ard;
var
iabl
e qu
artz
; som
e m
oldi
c po
rosi
ty, i
ncre
asin
g to
war
d ba
se11
0–13
0A
ll SP
TR
udst
one
to
float
ston
eLi
ght t
o m
ediu
m g
ray
Med
ium
-coa
rse
quar
tzQ
uartz
in m
atrix
(10–
20%
); go
od m
oldi
c po
rosi
ty; t
race
to 2
%
phos
phat
e gr
ains
, ver
y fin
e to
fine
; vug
s fille
d w
ith q
uartz
an
d lim
esto
ne g
rain
s and
lim
e m
ud; i
n lo
wer
par
t mat
rix
has 5
0–50
qua
rtz a
nd c
arbo
nate
gra
ins a
long
with
car
bona
te
mud
; spa
r at b
otto
m
Tabl
e 1–
3.
PB-1
804
(LEC
-7) l
ithol
ogic
des
crip
tion.
[Des
crip
tions
by
R.S
. Ree
se, A
ugus
t 4, 2
006.
All
refe
renc
es to
“sa
ndst
one,
” “s
and”
or “
sand
y” im
ply
dom
inan
tly q
uartz
sand
unl
ess o
ther
wis
e sp
ecifi
ed, s
uch
as c
alca
reou
s or s
hell
sand
. Col
or is
acc
ordi
ng
to th
e R
ock-
Col
or c
hart
base
d on
the
Mun
sell
syst
em (1
948)
; sou
rce
of sa
mpl
es: 2
-ft i
nter
vals
take
n by
SPT
or r
otar
y cu
tting
s dow
n to
200
ft a
nd c
uttin
gs a
t 5-f
t int
erva
ls d
own
to to
tal d
epth
of 2
30 ft
. SPT
, st
anda
rd p
enet
ratio
n te
st m
etho
dolo
gy u
sing
split
bar
rel s
ampl
er. A
mor
e de
taile
d de
scrip
tion
of th
e lit
holo
gy fo
r thi
s wel
l is o
n fil
e w
ith th
e U
.S. G
eolo
gica
l Sur
vey]
Appendixes 57
Dep
th
inte
rval
(fe
et)
Reco
very
met
hod
Prim
ary
rock
type
Colo
rG
rain
siz
e an
d m
odifi
ers
Not
es
130–
160
Cut
tings
for
132-
134;
re
mai
nder
is
SPT
Sand
Ligh
t gra
y to
ligh
t oliv
e gr
ay to
gr
ay-o
live
Very
fine
-fine
Wel
l sor
ted;
has
silt
and
clay
or l
ime
mud
mat
rix th
at in
crea
ses
dow
nwar
d; 3
–5%
pho
spha
te g
rain
s, ve
ry fi
ne to
fine
; som
e co
arse
shel
l fra
gmen
ts (5
%)
160–
180
SPT
for
162-
164;
re
mai
nder
is
cutti
ngs
Mud
ston
eLi
ght o
live
gray
Fine
-coa
rse
Varia
ble
fine
to c
oars
e qu
artz
sand
; som
e sa
ndst
one;
mol
dic
to
pinp
oint
por
osity
; som
e co
arse
whi
te sh
ell f
ragm
ents
; cla
y/m
ud m
atrix
from
176
to 1
78 ft
180–
182
Cut
tings
Mud
ston
e to
cry
stal
-lin
e lim
esto
neLi
ght g
ray
to li
ght o
live
gray
Fine
-coa
rse
spar
Sim
ilar t
o 16
0–16
2 ft;
goo
d vu
ggy
poro
sity
(?)
182–
200
All
SPT
Sand
Ligh
t to
yello
wis
h- to
ligh
t oliv
e gr
ayVe
ry fi
ne to
fine
, silt
yPh
osph
ate
grai
ns, v
ery
fine,
5–1
0% in
crea
sing
to 1
0–20
%
dow
nwar
d; in
mid
dle
to lo
wer
par
t: so
me
piec
es o
f san
d-st
one
of si
mila
r com
posi
tion;
trac
e to
min
or c
lay
in m
atrix
in
pla
ces
200–
230
All
cutti
ngs
Sand
Dus
ky y
ello
wis
h-gr
een
to d
ark
gr
eeni
sh g
ray
Very
fine
to fi
ne, c
laye
yA
bund
ant c
lay
mat
rix;1
0% v
ery
fine
phos
phat
e gr
ains
; cla
y in
crea
sing
to 3
0–50
% a
t 215
ft; c
omm
on la
rge
whi
te
pele
cypo
d sh
ell f
ragm
ents
in u
pper
par
t
Tabl
e 1–
3.
PB-1
804
(LEC
-7) l
ithol
ogic
des
crip
tion.
—Co
ntin
ued
[Des
crip
tions
by
R.S
. Ree
se, A
ugus
t 4, 2
006.
All
refe
renc
es to
“sa
ndst
one,
” “s
and”
or “
sand
y” im
ply
dom
inan
tly q
uartz
sand
unl
ess o
ther
wis
e sp
ecifi
ed, s
uch
as c
alca
reou
s or s
hell
sand
. Col
or is
acc
ordi
ng
to th
e R
ock-
Col
or c
hart
base
d on
the
Mun
sell
syst
em (1
948)
; sou
rce
of sa
mpl
es: 2
-ft i
nter
vals
take
n by
SPT
or r
otar
y cu
tting
s dow
n to
200
ft a
nd c
uttin
gs a
t 5-f
t int
erva
ls d
own
to to
tal d
epth
of 2
30 ft
. SPT
, st
anda
rd p
enet
ratio
n te
st m
etho
dolo
gy u
sing
split
bar
rel s
ampl
er. A
mor
e de
taile
d de
scrip
tion
of th
e lit
holo
gy fo
r thi
s wel
l is o
n fil
e w
ith th
e U
.S. G
eolo
gica
l Sur
vey]
58 Hydrogeologic and Hydraulic Characterization of the Surficial Aquifer System, and Origin of High Salinity Groundwater
Dep
th
inte
rval
(ft
)
Reco
vere
d (fe
et)
Prim
ary
rock
type
Colo
r G
rain
siz
e an
d m
odifi
ers
Not
es
0–8
No
reco
very
8–13
2.8
Mud
ston
eLi
ght t
o m
ediu
m-li
ght g
ray
Pebb
le-s
ized
shel
l infi
llsK
arst
surf
ace
at 8
ft. L
arge
ver
tical
dis
solu
tion
feat
ure
at 9
ft in
fille
d w
ith c
oars
e br
oken
shel
l deb
ris; c
omm
on v
ertic
al ro
ot m
arks
(hol
es)
13–2
35.
2M
udst
one
Whi
teC
halk
y at
13
ftC
omm
on v
ertic
al ro
ot m
arks
(hol
es);
dens
e at
top
dow
n to
soft
and
crum
bly
23–2
84.
0M
udst
one
to m
arl
Whi
te to
yel
low
ish-
gray
Cla
y to
fine
-coa
rse
shel
lSo
ft an
d pl
astic
whe
n w
et. U
biqu
itous
fine
to c
oars
e sh
ell f
ragm
ents
28–3
33.
0Fl
oats
tone
Yello
wis
h-gr
ay to
whi
teM
ud to
peb
ble-
size
d sh
ell
Irre
gula
r sur
face
at t
op li
ned
with
gra
y m
atiri
x; u
pper
par
t has
abu
ndan
t floa
ting
smoo
th-s
helle
d ga
stro
pods
(1/4
in.);
low
er p
art h
as c
omm
on la
rge
shel
ls w
ith
mat
rix o
f mud
and
fine
shel
l fra
gmen
ts33
–43
4.1
Floa
tsto
neLi
ght t
o m
ediu
m g
ray
Mud
to g
ranu
le a
nd
pebb
le-s
ized
shel
lD
ense
with
gra
y m
icrit
e m
atrix
, mot
tled
appe
aran
ce; i
rreg
ular
infil
ling
of d
is-
solu
tion
feat
ures
with
yel
low
ish-
gray
mud
ston
e co
nsta
inin
g so
me
med
ium
qu
artz
gra
ins;
shel
l lag
(?) i
n to
p 0.
3 ft;
low
to m
oder
ate
perm
eabi
lity
43–5
3N
o re
cove
ry53
–73
2.3
Floa
tsto
ne to
sa
ndst
one
Med
ium
ligh
t gra
y to
gr
ayis
h ye
llow
ish
gree
nM
ud to
peb
ble-
size
d sh
ell
Irre
gula
r to
roun
ded
piec
es w
ith p
reva
lent
dis
solu
tion;
com
mon
mol
dic
poro
sity
; pa
tche
s of c
alci
te sp
ar li
ning
vug
s; so
me
who
le la
rge
shel
lsan
d fin
e to
med
ium
qu
artz
sand
May
bor
der o
n qu
artz
sand
ston
e in
pla
ces;
mor
e m
ud (m
icrit
e) m
atrix
in lo
wer
pa
rt an
d tra
ce o
f fine
to m
ediu
m p
hosp
hate
gra
ins;
ove
rall,
hig
h pe
rmea
bilit
y an
d po
rosi
ty in
upp
er p
art a
nd d
ecre
asin
g do
wnw
ard
73–2
00SP
T on
lySa
mpl
es m
issi
ng
Tabl
e 1–
4.
PB-1
805
(LEC
-8) l
ithol
ogic
des
crip
tion.
[Des
crip
tions
by
R.S
. Ree
se, N
ovem
ber 8
, 200
8. A
ll re
fere
nces
to “
sand
ston
e,”
“san
d” o
r “sa
ndy”
impl
y do
min
antly
qua
rtz sa
nd u
nles
s oth
erw
ise
spec
ified
, suc
h as
lim
e sa
ndst
one
or sh
ell s
ands
tone
. Col
or
is a
ccor
ding
to th
e R
ock-
Col
or c
hart
base
d on
the
Mun
sell
syst
em (1
948)
; Con
tinuo
us c
ore
to 7
3 ft;
SPT
to 2
00 ft
. S, o
nly
a sm
all p
ortii
on o
f the
cor
e ba
rrel
con
tent
was
save
d; S
PT, s
tand
ard
pene
tratio
n te
st
met
hodo
logy
usi
ng sp
lit b
arre
l sam
pler
. A m
ore
deta
iled
desc
riptio
n of
the
litho
logy
for t
his w
ell i
s on
file
with
the
U.S
. Geo
logi
cal S
urve
y]
Appendixes 59
Dep
th
inte
rval
(fe
et)
Reco
vere
d (fe
et)
Prim
ary
rock
type
Colo
rG
rain
siz
e an
d m
odifi
ers
Not
es
0–38
SSa
ndYe
llow
ish-
gray
to p
ale
brow
nFi
ne-c
oars
eM
oder
atel
y to
wel
l sor
ted
38–5
32.
0Sa
ndVe
ry li
ght g
ray
to li
ght o
live
gray
Fine
-coa
rse
Silty
to m
uddy
mat
rix; t
race
dar
k m
iner
als o
r pho
spha
te g
rain
s; lo
st c
ircul
atio
n at
51
ft53
–58
4.0
Sand
Ligh
t to
med
ium
gry
Med
ium
-co
arse
Mod
erat
ely
wel
l sor
ted;
loos
e; p
hosp
hate
or d
ark
min
eral
s gra
ins 5
to 1
0%; c
om-
mon
lim
esto
ne g
rain
s in
low
er p
art
58–6
93
by c
ore
and
6
by S
PTSa
nd to
inte
rbed
-de
d sa
ndst
one
or
limes
tone
Yello
wis
h-gr
ay
Fine
-coa
rse
Poor
ly so
rted;
car
bona
te si
lt-m
ud m
atrix
; san
dsto
ne to
pac
ksto
ne; 5
% p
hosp
hate
gr
ains
69–7
41.
0Sa
ndst
one
to
limes
tone
Very
ligh
t gra
y Fi
ne-
med
ium
Wel
l cem
ente
d to
loos
e an
d ro
tten;
con
cret
ions
nea
r top
; silt
y, m
uddy
sand
mat
rix
pack
ed a
roun
d ha
rd p
iece
s; u
p to
5%
pho
spha
te g
rain
s; so
me
poro
sity
74–8
42.
3Sh
ell s
and
to
sand
ston
eVe
ry li
ght t
o ye
llow
ish-
gray
Med
ium
-co
arse
Abu
ndan
t coa
rse
shel
l fra
gmen
ts; 1
–5%
pho
spha
te g
rain
s
84–9
94.
9R
udst
one
Ligh
t to
med
ium
ligh
t gra
yFi
ne to
ver
y co
arse
Pele
cypo
d ric
h; h
igh
mol
dic
to v
uggy
por
osity
; coa
rse
sand
infil
ling
som
e vu
gs;
conc
retio
ns a
t top
; tra
ce to
2%
pho
spha
te g
rain
s99
–109
3.0
Floa
tsto
ne to
sa
ndst
one
Very
ligh
t gra
y to
ligh
t gra
yFi
ne-c
oars
eB
roke
n to
rotte
n an
d vu
ggy;
hig
h po
rosi
ty; s
par t
o lim
e m
ud m
atrix
; up
to 3
%
phos
phat
e gr
ains
109–
124
5.5
Sand
ston
e to
flo
atst
one
Very
ligh
t gra
y to
ligh
t gra
yM
ediu
m-
coar
seR
ubbl
y an
d br
oken
, con
cret
ions
at t
op; v
ery
high
por
osity
that
may
be
due
to b
or-
row
ing;
mic
rite
to sp
ar m
atrix
124–
134
7.6
Sand
, car
bona
te to
m
inor
pac
ksto
neYe
llow
ish-
gray
Fine
-coa
rse
Shel
l fra
gmen
ts a
nd v
aria
ble
quar
tz g
rain
s; c
arbo
nate
mud
-silt
mat
rix in
crea
sing
do
wnw
ard;
Min
or fi
ne to
coa
rse
phos
phat
e gr
ains
; pla
stic
in lo
wer
par
t13
4–13
8N
o re
cove
ry13
8–16
0SP
TSa
nd, c
arbo
nate
to
quar
tzos
eYe
llow
ish-
gray
Fine
-coa
rse
Varia
ble
carb
onat
e si
lt-m
ud m
atrix
; tra
ce to
2%
med
ium
-coa
rse
phos
phat
e gr
ains
163–
180
SPT
Sand
Ligh
t oliv
e gr
ayFi
nePo
orly
- to
mod
erat
ely
wel
l-sor
ted;
mud
-silt
mat
rix; 1
–2%
fine
pho
spha
te g
rain
s18
3–19
0SP
TSa
ndYe
llow
ish-
gray
Fine
- m
ediu
mLe
ss m
ud-s
ilt m
atrix
; tra
ce to
2%
pho
spha
te g
rain
s
193–
200
SPT
Sand
Ligh
t oliv
e gr
ayFi
neO
ccas
iona
l mot
tled
gree
n cl
ay p
atch
es; t
race
to o
ccas
iona
l fine
to v
ery
fine
and
very
coa
rse
phos
phat
e gr
ains
200–
205
No
reco
very
Tabl
e 1–
5.
PB-1
806
(LEC
-9) l
ithol
ogic
des
crip
tion.
[Des
crip
tions
by
R.S
. Ree
se, A
ugus
t 29,
200
7. A
ll re
fere
nces
to “
sand
ston
e,”
“san
d” o
r “sa
ndy”
impl
y do
min
antly
qua
rtz sa
nd u
nles
s oth
erw
ise
spec
ified
, suc
h as
cal
care
ous o
r she
ll sa
nd. C
olor
is a
ccor
ding
to
the
Roc
k-C
olor
cha
rt ba
sed
on th
e M
unse
ll sy
stem
(194
8); S
PT sa
mpl
es fr
om 6
3 to
69
ft an
d be
low
138
ft to
tota
l dep
th o
f 205
ft, r
emai
nder
was
con
tinuo
us c
ore;
SPT
sam
ples
bel
ow 1
38 to
150
ft w
ere
cont
inou
s 2-f
t int
erva
ls, a
nd b
elow
150
-ft s
ampl
es w
ere
2 ft
out e
very
5-f
t int
erva
l. S,
onl
y a
smal
l por
tiion
of t
he c
ore
barr
el c
onte
nt w
as sa
ved;
SPT
, sta
ndar
d pe
netra
tion
test
met
hodo
logy
usi
ng sp
lit b
arre
l sa
mpl
er. A
mor
e de
taile
d de
scrip
tion
of th
e lit
holo
gy fo
r thi
s wel
l is o
n fil
e w
ith th
e U
.S. G
eolo
gica
l Sur
vey]
60 Hydrogeologic and Hydraulic Characterization of the Surficial Aquifer System, and Origin of High Salinity Groundwater
Dep
tin
terv
al
(feet
)
Reco
vere
d (fe
et)
Prim
ary
rock
type
Colo
rG
rain
siz
e an
d m
odifi
ers
Not
es
0–9
No
Rec
over
yR
an ro
ller b
it to
fit c
ore
barr
el9–
13N
o R
ecov
ery
13–1
80.
3Sa
ndPa
le y
ello
wis
h-br
own
Med
ium
to c
oars
eW
ell s
orte
d; so
me
whi
te sh
ell f
ragm
ents
18–3
33.
1Sa
nd
Pale
bro
wn
Fine
to m
ediu
mW
ell s
orte
d, lo
ose,
trac
e sh
ell f
ragm
ents
33–5
35.
1Sa
nd
Yello
wis
h-gr
ay to
pal
e ye
llow
ish-
oran
ge to
da
rk y
ello
wis
h-br
own
Very
fine
to c
oars
ePo
orly
sorte
d, si
lty; d
ark
brow
n co
lor m
ay b
e du
e to
org
anic
mat
eria
l and
can
oc
cur i
n la
yers
53–6
81.
5Sa
nd
Very
pal
e or
ange
Med
ium
to c
oars
eM
oder
ate
to w
ell s
orte
d; h
as ro
ck fr
agm
ents
from
53
to 5
8 ft
and
63 to
68
ft,
med
ium
to li
ght g
ray,
med
ium
-gra
ined
, san
dsto
ne to
ruds
tone
68–7
83.
3Sa
ndst
one
to
grai
nsto
ne(?
)Ve
ry li
ght t
o lig
ht g
ray
Fine
to m
ediu
m-
coar
seD
ense
; com
mon
dis
solu
tion
vugs
, sub
horiz
onta
l and
tabu
lar i
n sh
ape—
prob
ably
re
pres
ent c
ross
-bed
ding
with
dis
solu
tion
of sh
ell l
ayer
s; m
oder
ate
to g
ood
perm
eabi
lity
78–9
33.
6Sa
ndst
one
to ru
d-st
one
Very
ligh
t gra
y to
ver
y lig
ht o
live
gray
Very
fine
to c
oars
eD
ense
; dis
solu
tion
vugs
sim
ilar t
o ab
ove
indi
catin
g so
me
cros
s-be
ddin
g, v
ugs
up to
1/4
to 1
/2-in
. dia
mat
er; a
bund
ant c
oars
e fla
t she
ll fr
agm
ents
in p
lace
s;
roun
ded
to b
roke
n pe
bble
size
d pi
eces
in p
lace
s; tr
ace
to 1
% p
hosp
hate
gra
ins
in lo
wer
5 ft
; low
to h
igh
perm
eabi
lity,
hig
h pe
rmea
bilit
y in
upp
er 5
ft; l
ayer
of
loos
e sa
nd in
top
0.4
ft, fi
ne to
med
ium
gra
ined
93
–118
No
Rec
over
yM
ay h
ave
been
mos
tly sa
nd, b
ut in
old
test
wel
l at s
ame
site
(PB
-157
1) in
this
in
terv
al p
redo
min
antly
lim
esto
ne (b
ut in
terb
edde
d w
ith sa
nd) w
as re
cove
red
118–
123
0.4
Floa
tsto
ne to
gr
ains
tone
Very
ligh
t to
light
gra
yFi
ne to
peb
ble
Abu
ndan
t med
ium
-coa
rse
roun
ded
quar
tz g
rain
s and
lim
esto
ne to
shel
l gra
ins,
whi
te; c
omm
on 1
/8 to
1/4
-in. v
ugs,
one
vug
up to
1/2
in.;
1–3%
ver
y fin
e ph
osph
ate
grai
ns; m
oder
ate
to g
ood
perm
eabi
lity
123–
125
1.3
Upp
er p
art:
sand
Ye
llow
ish-
gray
Fi
neA
ppro
x 50
% c
arbo
nate
gra
ins;
1%
ver
y fin
e to
fine
pho
spha
te g
rain
s0.
8Lo
wer
par
t: flo
at-
ston
e to
gra
in-
ston
e
Very
ligh
t to
light
gra
yFi
ne q
uartz
to p
ebbl
eD
ense
; abu
ndan
t fine
qua
rtz a
nd sh
ell f
ragm
ents
in m
icrit
e m
atrix
; com
mon
vug
po
roos
ity (u
p to
1/4
-in. d
iam
eter
); m
oder
ate
perm
eabi
lity
125–
133
SPT
Sand
with
rock
la
yers
Yello
wis
h-gr
ay to
ligh
t gr
ayFi
ne to
med
ium
Poor
ly to
mod
erat
e w
ell s
orte
d; p
redo
min
antly
car
bona
te g
rain
s; 1
–8%
ver
y fin
e to
fine
pho
spha
te g
rain
s; ro
ck p
iece
s are
coa
rse-
grai
ned
sand
ston
e to
m
udst
one
to fl
oats
tone
—m
ay o
ccur
as t
hin
laye
s13
3–14
1SP
TFl
oats
tone
to
ruds
tone
Whi
te to
ligh
t gra
y to
ye
llow
ish-
gray
Coa
rse
to p
ebbl
ePr
edom
inan
tly c
arbo
nate
gra
ins,
but a
bund
ant c
oars
e, ro
unde
d qu
artz
gra
ins;
1%
fine
to c
oars
e ph
osph
ate
grai
ns; a
bund
ant s
mal
l to
pinp
oint
vug
s; m
oder
-at
e to
goo
d pe
rmea
bilit
y (h
ighe
st p
erm
eabi
lity
from
137
to 1
39 ft
)
Tabl
e 1–
6 PB
-180
7 (L
EC-1
0) li
thol
ogic
des
crip
tion.
[Des
crio
ptio
ns b
y R
.S. R
eese
, Nov
embe
r 22,
200
8. A
ll re
fere
nces
to “
sand
stone
,” “
sand
,” o
r “sa
ndy”
impl
y do
min
antly
qua
rtz sa
nd u
nles
s oth
erw
ise
spec
ified
, suc
h as
car
bona
te o
r she
ll sa
nd. C
olor
is a
ccor
ding
to
the
Roc
k-C
olor
cha
rt ba
sed
on th
e M
unse
ll sy
stem
(194
8); C
ontin
uous
cor
e to
125
ft; S
PT to
190
ft; S
PT w
ere
cont
inuo
us 2
-ft in
terv
als f
rom
123
to 1
43 ft
and
2-ft
sam
ple
for e
very
5-ft
inte
rval
from
143
to 1
90
ft; to
tal w
ell d
epth
205
ft. S
PT, s
tand
ard
pene
tratio
n te
st m
etho
dolo
gy u
sing
split
bar
rel s
ampl
er. A
mor
e de
taile
d de
scrip
tion
of th
e lit
holo
gy fo
r thi
s wel
l is o
n fil
e w
ith th
e U
.S. G
eolo
gica
l Sur
vey]
Appendixes 61
Dep
tin
terv
al
(feet
)
Reco
vere
d (fe
et)
Prim
ary
rock
type
Colo
rG
rain
siz
e an
d m
odifi
ers
Not
es
141–
143
SPT
Sand
Ligh
t oliv
e gr
ayM
ediu
m to
coa
rse
Pred
omin
antly
car
bona
te g
rain
s; so
me
gray
lim
esto
ne g
rain
s; 1
% fi
ne p
hosp
hate
gr
ains
143–
148
No
reco
very
148–
180
SPT
Sand
Ye
llow
ish-
gray
to li
ght
oliv
e gr
ay to
gre
enis
h gr
ay
Fine
to c
oars
ePr
edom
inan
tly c
arbo
nate
gra
ins;
poo
rly so
rted;
silt
to m
ud m
atrix
that
gen
eral
ly
incr
ease
s dow
nwar
d; o
ccas
iona
l peb
ble-
size
d ro
ck o
r she
ll fr
agm
ents
; 1–3
%
phos
phat
e gr
ains
; fro
m 1
68 to
180
ft: p
redo
min
antly
med
ium
-coa
rse
grai
ned,
bu
t stic
ky a
nd c
lum
py18
0–18
3N
o re
cove
ry18
3–19
0SP
TSa
nd to
floa
tsto
neG
reen
ish
gray
Med
ium
to p
ebbl
eA
bund
ant p
ebbl
e-si
zed
shel
l fra
gmen
ts; s
till h
as m
ud m
atrix
; sam
ple
from
188
to
190
ft: p
redo
min
antly
floa
ston
e, w
hich
may
hav
e so
me
vugg
y pe
rmea
bil-
ity; m
oder
ate
to h
igh
perm
eabi
lity
Tabl
e 1–
6 PB
-180
7 (L
EC-1
0) li
thol
ogic
des
crip
tion.
—Co
ntin
ued
[Des
crio
ptio
ns b
y R
.S. R
eese
, Nov
embe
r 22,
200
8. A
ll re
fere
nces
to “
sand
stone
,” “
sand
,” o
r “sa
ndy”
impl
y do
min
antly
qua
rtz sa
nd u
nles
s oth
erw
ise
spec
ified
, suc
h as
car
bona
te o
r she
ll sa
nd. C
olor
is a
ccor
ding
to
the
Roc
k-C
olor
cha
rt ba
sed
on th
e M
unse
ll sy
stem
(194
8); C
ontin
uous
cor
e to
125
ft; S
PT to
190
ft; S
PT w
ere
cont
inuo
us 2
-ft in
terv
als f
rom
123
to 1
43 ft
and
2-ft
sam
ple
for e
very
5-ft
inte
rval
from
143
to 1
90
ft; to
tal w
ell d
epth
205
ft. S
PT, s
tand
ard
pene
tratio
n te
st m
etho
dolo
gy u
sing
split
bar
rel s
ampl
er. A
mor
e de
taile
d de
scrip
tion
of th
e lit
holo
gy fo
r thi
s wel
l is o
n fil
e w
ith th
e U
.S. G
eolo
gica
l Sur
vey]
62 Hydrogeologic and Hydraulic Characterization of the Surficial Aquifer System, and Origin of High Salinity Groundwater
Table 1–7. Summary of geologic units and flow zones for wells with lithologic descriptions.
[Descriptions by R.S. Reese on the following dates: PB-1761, Mar. 2006; PB-1804, Aug. 4, 2007; PB-1805, Nov. 8, 2008; PB-1806, Aug. 29, 2007; PB-1807, Nov. 22, 2008. Depths are in feet below land surface]
Geologic unitsDepth (feet)
Flow zones1
Depth (feet)
Comments
PB-1761 (B-6 core test)Miami Limestone 0–9 Major 17–23 Screened interval depth
is from 0 to 111 ft.Ft Thompson Formation 9–30 Major 47–58Caloosahatchee Marl 30–60 Minor 69–76Pinecrest Sand Member of the Tamiami Formation 60–113 Minor 83–85Ochopee Limestone Member of the Tamiami Formation 2113–120 Minor 91–93
Minor 98–103
PB-1804 (LEC-7)Fill and Peat 0–8 Minor 324–30 Screened interval depth
is from 38 to 188 ft and top of sand pack is at 33 ft.
Lake Flirt Marl 8–18 Major 45–73Ft. Thompson 18–40 Minor 90–100Caloosahatchee Marl? 40–50 Minor 4140–143Pinecrest Sand Member of the Tamiami Formation 50–110Ochopee Limestone Member of the Tamiami Formation 110–200Peace River Formation of the Hawthorrn Group 2200–230
PB-1805 (LEC-8)Fill and Soil 0–8 Minor 38–13(?) Screened interval depth
is from 40 to 90 ft and top of sand pack is at 36 ft.
Ft. Thompson? Formation 8–23 Major 40–43 Calooshatchee Marl? 23–33 Major 69–80 Pinecrest Sand Member of the Tamiami Formation 533–82 Minor 86–90 Ochopee Limestone Member of the Tamiami Formation 82–180(?)Peace River Formation of the Hawthorrn Group 2,6180(?)-200
PB-1806 (LEC-9)Fill and Soil 0–8? None? Screened interval depth
is from 68 to 123 ft and top of sand pack is at 66 ft.
Undifferentiated shallow sand 8–53 Minor 68–73Pinecrest Sand Member of the Tamiami Formation 53–109 Major 87–93Ochopee Limestone Member of the Tamiami Formation 109–160 Minor 97–100Peace River Formation of the Hawthorrn Group 2160–200 Minor 113–120
PB-1807 (LEC-10)Fill and Soil Unknown Minor 713–18(?) Screened interval depth
is from 70 to 140 ft and top of sand pack is at 68 ft.
Undifferentiated shallow sands Down to 68 Major 70–92 Pinecrest Sand Member of the Tamiami Formation 68–118 Minor 108–120 Ochopee Limestone Member of the Tamiami Formation 2118–205 Minor 133–140 Peace River Formation of the Hawthorrn Group Not reached (interpreted to
be at 210 to 220 ft in PB-1571 at same site)
1Flow zone characterizations based on flow and fluid properties geophysical logs unless noted otherwise in comments.2Base not reached.3Based on lithologic samples.4Based mostly on fluid logs and ambient heat pulse flowmeter.5Top of the Tamiami Formation could be higher (at 30 ft based on bipass surface at this depth and change to marine conditions).6Top of Hawthorn uncertain because of missing samples.7Based on lithologic samples (medium to coarse well sorted sand)
Appendixes 63
USG
Slo
cal
wel
lna
me
Tota
l ho
lede
pth
Land
surf
ace
altit
ude
Zone
1
dept
hZo
ne 2
de
pth
Zone
3
dept
hD
epth
s of
gam
ma
ray
and
litho
logi
c co
rrel
atio
n m
arke
rs
Top
Bot
tom
Top
Bot
tom
Top
Bot
tom
F (b
lue)
T (r
ed)
O
(pur
ple)
H
(gre
en)
C-1
156
1,00
014
NP
NP
025
6015
0N
DN
DN
DN
DC
-116
919
515
NP
NP
017
7513
9N
P1 5
1 75
ND
G-2
312
229
15N
PN
P40
7410
517
0N
D2 4
0N
DN
DG
-231
321
912
1228
4282
106
155
ND
ND
ND
ND
G-2
314
199
200
30N
PN
P40
155
ND
ND
ND
ND
G-2
315
249
180
53N
PN
P11
619
228
6310
7N
DG
-234
019
914
017
NP
NP
6014
73 2
1N
DN
DG
-291
61,
200
17IC
ICIC
ICIC
IC42
132
217
326
HE-
1108
132
20N
PN
P0
2575
132
NP
4 NP
HE-
1110
160
15N
PN
PN
PN
P35
148
NP
4 NP
3314
9H
E-11
1619
518
011
NP
NP
3115
2N
P15
3219
1H
E-11
4218
414
.09
ND
ND
ND
ND
ND
ND
NP
NP
3013
3H
E-11
4318
114
.63
ND
ND
ND
ND
ND
ND
NP
1330
176
HE-
1144
182
15.8
5N
DN
DN
DN
DN
DN
DN
PN
P36
162
M-1
361
1,38
022
.20
2345
111
125
NP
NP
4166
129
216
M-1
367
206
27.1
0IC
ICIC
IC10
711
026
6810
216
7PB
-600
345
15N
PN
PN
PN
P21
029
857
128
206
319
PB-6
3418
810
ICIC
NP
NP
NP
NP
118
NR
PB-6
4023
619
2240
70--
--12
025
7411
019
6PB
-649
205
2628
5577
92N
PN
P22
6410
216
1PB
-650
193
721
2758
8011
014
034
4310
016
7PB
-651
236
2222
4690
----
140
4065
118
203
PB-6
52A
314
2034
90IC
ICIC
IC65
117
186
298
PB-6
5331
412
NP
NP
NP
NP
NP
NP
6711
718
930
2PB
-654
282
18N
PN
P80
----
152
ND
ND
ND
ND
PB-6
5526
720
NP
NP
46--
--15
2N
DN
DN
DN
DPB
-657
281
18N
PN
P70
135
NP
NP
5310
718
826
8PB
-658
365
15N
PN
P10
0--
--22
042
114
186
297
PB-6
6522
518
1030
9015
017
022
041
8115
824
7PB
-666
415
13N
PN
PN
PN
PN
PN
P39
131
218
338
PB-6
6735
715
NP
NP
NP
NP
NP
NP
4712
122
135
0PB
-668
358
1037
43N
PN
P19
023
551
110
175
270
PB-6
6934
512
ICIC
NP
NP
ICIC
3892
188
325
Tabl
e 1–
8.
Hydr
ogeo
logi
c un
it bo
unda
ries
and
corr
elat
ion
mar
ker d
epth
s de
term
ined
in th
is s
tudy
.
[All
dept
hs a
re in
feet
bel
ow la
nd su
rfac
e; L
and
surf
ace
altit
ude
is fe
et a
bove
NG
VD
29;
Abb
revi
atio
ns: I
C, i
ncon
clus
ive;
ISD
, ina
dequ
ate
sam
ple
desc
riptio
n; N
D, n
ot d
eter
min
ed; N
P, n
ot p
rese
nt; N
R, n
ot
reac
hed
at to
tal d
epth
; QG
L, q
uest
iona
ble
geop
hysi
cal l
ogs;
PSQ
, poo
r sam
ple
qual
ity; -
-, ev
iden
ce fo
r sep
arat
ion
of z
one
2 fr
om z
one
3 no
t fou
nd. C
ells
shad
ed in
dar
k gr
ay in
firs
t col
umn
indi
cate
lith
olog
ic
and
geop
hysi
cal l
og p
lot i
s ava
ilabl
e fo
r wel
l in
appe
ndix
2. C
ells
shad
ed in
ligh
t gra
y in
last
four
col
umns
indi
cate
bor
ehol
e ga
mm
a ra
y lo
g w
as n
ot a
vaila
ble
for d
eter
min
ing
dept
h of
mar
ker]
64 Hydrogeologic and Hydraulic Characterization of the Surficial Aquifer System, and Origin of High Salinity Groundwater
USG
Slo
cal
wel
lna
me
Tota
l ho
lede
pth
Land
surf
ace
altit
ude
Zone
1
dept
hZo
ne 2
de
pth
Zone
3
dept
hD
epth
s of
gam
ma
ray
and
litho
logi
c co
rrel
atio
n m
arke
rs
Top
Bot
tom
Top
Bot
tom
Top
Bot
tom
F (b
lue)
T (r
ed)
O
(pur
ple)
H
(gre
en)
PB-6
7032
515
7011
612
022
0N
PN
P62
120
223
309
PB-6
7111
918
ICIC
85N
R a
t 119
NR
NR
2983
NR
PB-6
7223
418
ICIC
70--
--16
127
6712
318
6PB
-673
248
19N
PN
P90
140
NP
NP
2586
139
228
PB-6
7430
217
7085
115
----
200
3610
314
623
5PB
-675
387
1444
5610
019
0N
PN
P69
133
221
329
PB-6
7617
515
ICIC
3060
7511
519
4887
166
PB-6
7719
016
1535
NP
NP
ICIC
2961
119
192
PB-6
7818
920
NP
NP
NP
NP
NP
NP
3374
123
185
PB-6
7917
422
NP
NP
7510
0N
PN
P26
6910
015
0PB
-681
248
1245
80N
PN
PN
PN
P46
102
149
240
PB-6
9027
511
2113
0N
PN
PN
PN
PN
DN
DN
DN
DPB
-694
249
831
100
NP
NP
NP
NP
ND
ND
ND
ND
PB-6
9524
96
NP
NP
NP
NP
NP
NP
ND
ND
ND
ND
PB-6
9935
720
ICIC
9512
5IC
ICN
DN
DN
DN
DPB
-708
154
18IC
IC10
5N
RN
RN
RN
DN
DN
DN
DPB
-712
280
14N
PN
P11
0--
--16
057
9815
120
0PB
-747
1,28
013
PSQ
PSQ
PSQ
PSQ
PSQ
PSQ
5411
015
225
0PB
-798
120
18N
PN
P45
120
NR
NR
ND
ND
ND
ND
PB-8
3022
022
319
ISD
ISD
ISD
ISD
2762
9215
0PB
-833
520
1030
100
135
200
NP
NP
5813
719
932
8PB
-834
B20
18
2150
112
180
NR
NR
4111
218
1N
RPB
-836
240
12IS
DIS
DIS
DIS
DIS
DIS
D35
6711
8N
RPB
-837
200
1210
30IS
DIS
DIS
DIS
D28
6212
75 2
10PB
-838
240
1420
3760
100
ICIC
3062
104
193
PB-8
3922
015
ISD
ISD
ISD
ISD
ISD
ISD
2843
103
186
PB-8
4125
020
ISD
ISD
ISD
ISD
ISD
ISD
3074
109
220
PB-8
4224
016
ISD
ISD
ISD
ISD
ISD
ISD
430
5019
9PB
-843
575
13IS
DIS
DIS
DIS
DIS
DIS
D24
4299
210
PB-8
8011
817
.06
NP
NP
6490
9011
729
6594
166
PB-1
026
114
17N
PN
P54
114
NR
NR
4295
NR
NR
PB-1
029
129
18N
PN
P56
129
NR
NR
ND
ND
ND
ND
PB-1
038
123
17N
PN
P96
114
NR
NR
ND
ND
ND
ND
Tabl
e 1–
8.
Hydr
ogeo
logi
c un
it bo
unda
ries
and
corr
elat
ion
mar
ker d
epth
s de
term
ined
in th
is s
tudy
.—Co
ntin
ued
[All
dept
hs a
re in
feet
bel
ow la
nd su
rfac
e; L
and
surf
ace
altit
ude
is fe
et a
bove
NG
VD
29;
Abb
revi
atio
ns: I
C, i
ncon
clus
ive;
ISD
, ina
dequ
ate
sam
ple
desc
riptio
n; N
D, n
ot d
eter
min
ed; N
P, n
ot p
rese
nt; N
R, n
ot
reac
hed
at to
tal d
epth
; QG
L, q
uest
iona
ble
geop
hysi
cal l
ogs;
PSQ
, poo
r sam
ple
qual
ity; -
-, ev
iden
ce fo
r sep
arat
ion
of z
one
2 fr
om z
one
3 no
t fou
nd. C
ells
shad
ed in
dar
k gr
ay in
firs
t col
umn
indi
cate
lith
olog
ic
and
geop
hysi
cal l
og p
lot i
s ava
ilabl
e fo
r wel
l in
appe
ndix
2. C
ells
shad
ed in
ligh
t gra
y in
last
four
col
umns
indi
cate
bor
ehol
e ga
mm
a ra
y lo
g w
as n
ot a
vaila
ble
for d
eter
min
ing
dept
h of
mar
ker]
Appendixes 65
USG
Slo
cal
wel
lna
me
Tota
l ho
lede
pth
Land
surf
ace
altit
ude
Zone
1
dept
hZo
ne 2
de
pth
Zone
3
dept
hD
epth
s of
gam
ma
ray
and
litho
logi
c co
rrel
atio
n m
arke
rs
Top
Bot
tom
Top
Bot
tom
Top
Bot
tom
F (b
lue)
T (r
ed)
O
(pur
ple)
H
(gre
en)
PB-1
065
115
16N
PN
P54
96N
RN
RN
DN
DN
DN
DPB
-108
220
012
4090
120
138
138
150
6197
139
NR
PB-1
083
200
1230
5510
7--
--19
256
114
154
200
PB-1
084
200
18N
PN
P46
----
151
4088
124
189
PB-1
085
200
18N
PN
P40
----
140
3883
116
187
PB-1
086
200
18N
PN
P47
136
NP
NP
4710
314
6N
RPB
-108
720
018
NP
NP
48--
--14
037
7411
619
0PB
-108
820
019
NP
NP
54--
--13
148
9212
219
8PB
-108
924
017
NP
NP
44--
--14
538
8012
121
6PB
-109
020
016
NP
NP
7214
8N
RN
R48
101
193
NR
PB-1
091
160
17N
PN
P64
140
NP
NP
5283
139
NR
PB-1
092
200
18N
PN
P63
118
NP
NP
3063
115
181
PB-1
093
200
18N
PN
P49
----
120
2755
9517
0PB
-109
418
018
1940
5810
011
014
033
5810
416
5PB
-109
530
017
4693
106
160
NP
NP
5610
619
5N
RPB
-109
622
020
NP
NP
85--
--18
036
8314
420
8PB
-109
716
016
NP
NP
80--
--12
021
6093
153
PB-1
098
180
20N
PN
P40
----
120
3577
115
176
PB-1
099
180
18N
PN
P35
100
ICIC
3577
120
170
PB-1
100
200
155
3557
120
130
163
3474
129
194
PB-1
101
220
1960
120
120
200
NP
NP
8012
820
4N
RPB
-110
223
518
NP
NP
100
----
200
4910
015
521
5PB
-110
324
021
NP
NP
86--
--18
042
8616
022
8PB
-110
434
020
5580
104
192
210
240
5211
919
830
8PB
-110
521
715
ICIC
80--
--18
046
8217
3N
RPB
-110
621
723
1541
6010
113
916
135
7411
520
0PB
-110
720
015
ICIC
6911
713
814
336
6111
921
1PB
-110
820
014
1324
6111
213
014
127
7012
819
8PB
-110
917
123
NP
NP
ICIC
NP
NP
3178
112
160
PB-1
144
1,03
813
PSQ
PSQ
PSQ
PSQ
PSQ
PSQ
6313
018
933
3PB
-116
63,
310
25IS
DIS
DIS
DIS
DIS
DIS
D32
6910
416
5PB
-116
83,
300
20Q
GL,
ISD
QG
L, IS
DQ
GL,
ISD
QG
L, IS
DQ
GL,
ISD
QG
L, IS
D32
7514
122
9PB
-117
32,
010
17N
P?N
P?N
P?N
P?N
P?N
P?61
114
172
267
Tabl
e 1–
8.
Hydr
ogeo
logi
c un
it bo
unda
ries
and
corr
elat
ion
mar
ker d
epth
s de
term
ined
in th
is s
tudy
.—Co
ntin
ued
[All
dept
hs a
re in
feet
bel
ow la
nd su
rfac
e; L
and
surf
ace
altit
ude
is fe
et a
bove
NG
VD
29;
Abb
revi
atio
ns: I
C, i
ncon
clus
ive;
ISD
, ina
dequ
ate
sam
ple
desc
riptio
n; N
D, n
ot d
eter
min
ed; N
P, n
ot p
rese
nt; N
R, n
ot
reac
hed
at to
tal d
epth
; QG
L, q
uest
iona
ble
geop
hysi
cal l
ogs;
PSQ
, poo
r sam
ple
qual
ity; -
-, ev
iden
ce fo
r sep
arat
ion
of z
one
2 fr
om z
one
3 no
t fou
nd. C
ells
shad
ed in
dar
k gr
ay in
firs
t col
umn
indi
cate
lith
olog
ic
and
geop
hysi
cal l
og p
lot i
s ava
ilabl
e fo
r wel
l in
appe
ndix
2. C
ells
shad
ed in
ligh
t gra
y in
last
four
col
umns
indi
cate
bor
ehol
e ga
mm
a ra
y lo
g w
as n
ot a
vaila
ble
for d
eter
min
ing
dept
h of
mar
ker]
66 Hydrogeologic and Hydraulic Characterization of the Surficial Aquifer System, and Origin of High Salinity Groundwater
USG
Slo
cal
wel
lna
me
Tota
l ho
lede
pth
Land
surf
ace
altit
ude
Zone
1
dept
hZo
ne 2
de
pth
Zone
3
dept
hD
epth
s of
gam
ma
ray
and
litho
logi
c co
rrel
atio
n m
arke
rs
Top
Bot
tom
Top
Bot
tom
Top
Bot
tom
F (b
lue)
T (r
ed)
O
(pur
ple)
H
(gre
en)
PB-1
176
3,30
017
.83
ISD
ISD
ISD
ISD
ISD
ISD
4610
513
321
3PB
-118
43,
510
13.0
330
5057
90IC
IC31
6310
118
1PB
-119
23,
312
19.4
260
9010
0IC
ICIC
6011
220
934
1PB
-119
543
518
.90
3080
ICIC
ICIC
118
182
268
384
PB-1
197
1,66
517
NP
NP
120
----
210
5810
415
027
7PB
-154
426
018
NP
NP
66--
--14
642
8113
621
6PB
-154
617
020
NP
NP
60--
--13
623
7611
0N
DPB
-155
018
023
NP
NP
6310
6N
PN
PN
DN
DN
DN
DPB
-155
519
019
6 PB
-109
86 P
B-1
098
6 PB
-109
86 P
B-1
098
6 PB
-109
86 P
B-1
098
ND
ND
ND
ND
PB-1
558
200
20N
PN
P87
----
127
ND
ND
ND
ND
PB-1
564
220
206 P
B-1
088,
6 P
B-1
783
6 PB
-108
8,
6 PB
-178
36 P
B-1
088,
6 P
B-1
783
6 PB
-108
8,
6 PB
-178
36 P
B-1
088,
6 P
B-1
783
6 PB
-108
8,6 P
B-1
783
ND
ND
ND
ND
PB-1
567
190
17N
PN
P60
117
NP
NP
ND
ND
ND
ND
PB-1
571
260
197 P
B-1
807
7 PB
-180
77 P
B-1
807
7 PB
-180
77 P
B-1
807
7 PB
-180
7N
DN
DN
DN
DPB
-157
424
019
NP
NP
77--
--15
0N
DN
DN
DN
DPB
-157
619
017
NP
NP
70IC
ICIC
ND
ND
ND
ND
PB-1
578
270
10N
PN
P16
1--
--23
1N
DN
DN
DN
DPB
-158
132
017
6 PB
-658
6 PB
-658
6 PB
-658
6 PB
-658
6 PB
-658
6 PB
-658
ND
ND
ND
ND
PB-1
586
420
1840
104
158
----
223
ND
ND
ND
ND
PB-1
598
270
19N
PN
P10
0--
--18
4N
DN
DN
DN
DPB
-160
339
015
6 PB
-109
56 P
B-1
095
6 PB
-109
56 P
B-1
095
6 PB
-109
56 P
B-1
095
ND
ND
ND
ND
PB-1
605
430
1547
120
150
180
ICIC
8315
323
5N
DPB
-160
722
018
NP
NP
3492
107
140
3873
102
169
PB-1
613
162
25N
PN
P60
----
115
2470
103
149
PB-1
614
155
2424
4467
----
110
ND
ND
ND
ND
PB-1
693
1,19
118
.97
ISD
ISD
ISD
ISD
ISD
ISD
5111
820
031
3PB
-169
52,
490
15IS
DIS
DIS
DIS
DIS
DIS
D50
117
211
322
PB-1
696
1,70
511
ICIC
50--
--12
5N
DN
DN
DN
DPB
-170
21,
200
21.2
0IC
ICIC
ICIC
IC80
149
240
360
PB-1
703
221
20N
PN
P15
1980
92N
P15
4715
3PB
-170
420
111
1742
NP
NP
7316
018
4982
161
PB-1
761
8 120
107 P
B-1
803
7 PB
-180
37 P
B-1
803
7 PB
-180
37 P
B-1
803
7 PB
-180
322
6011
3N
RPB
-176
51,
225
107 P
B-1
803
7 PB
-180
37 P
B-1
803
7 PB
-180
37 P
B-1
803
7 PB
-180
328
6011
520
2
Tabl
e 1–
8.
Hydr
ogeo
logi
c un
it bo
unda
ries
and
corr
elat
ion
mar
ker d
epth
s de
term
ined
in th
is s
tudy
.—Co
ntin
ued
[All
dept
hs a
re in
feet
bel
ow la
nd su
rfac
e; L
and
surf
ace
altit
ude
is fe
et a
bove
NG
VD
29;
Abb
revi
atio
ns: I
C, i
ncon
clus
ive;
ISD
, ina
dequ
ate
sam
ple
desc
riptio
n; N
D, n
ot d
eter
min
ed; N
P, n
ot p
rese
nt; N
R, n
ot
reac
hed
at to
tal d
epth
; QG
L, q
uest
iona
ble
geop
hysi
cal l
ogs;
PSQ
, poo
r sam
ple
qual
ity; -
-, ev
iden
ce fo
r sep
arat
ion
of z
one
2 fr
om z
one
3 no
t fou
nd. C
ells
shad
ed in
dar
k gr
ay in
firs
t col
umn
indi
cate
lith
olog
ic
and
geop
hysi
cal l
og p
lot i
s ava
ilabl
e fo
r wel
l in
appe
ndix
2. C
ells
shad
ed in
ligh
t gra
y in
last
four
col
umns
indi
cate
bor
ehol
e ga
mm
a ra
y lo
g w
as n
ot a
vaila
ble
for d
eter
min
ing
dept
h of
mar
ker]
Appendixes 67
USG
Slo
cal
wel
lna
me
Tota
l ho
lede
pth
Land
surf
ace
altit
ude
Zone
1
dept
hZo
ne 2
de
pth
Zone
3
dept
hD
epth
s of
gam
ma
ray
and
litho
logi
c co
rrel
atio
n m
arke
rs
Top
Bot
tom
Top
Bot
tom
Top
Bot
tom
F (b
lue)
T (r
ed)
O
(pur
ple)
H
(gre
en)
PB-1
769
337
1545
100
NP
(all
sand
)23
530
867
137
229
NR
PB-1
775
1,65
016
.33
ND
, clo
se to
PB
-110
0N
D, c
lose
to P
B-1
100
ND
, clo
se to
PB
-110
041
6613
221
1PB
-177
72,
504
10IS
DIS
DIS
DIS
DIS
DIS
D28
4388
190
PB-1
781
205
13.9
0PS
QPS
QPS
QPS
QPS
QPS
Q29
6512
120
0PB
-178
220
617
.80
PSQ
PSQ
PSQ
PSQ
PSQ
PSQ
4283
123
210
PB-1
783
205
21.6
0PS
QPS
QPS
QPS
QPS
QPS
Q43
8411
619
0PB
-178
442
58
ISD
ISD
ISD
ISD
ISD
ISD
6816
925
837
6PB
-178
518
011
.84
418
3039
6695
1340
8316
9PB
-178
618
213
.38
NP
NP
324
Poor
ly d
evel
oped
NP
2047
150
PB-1
787
183
12.1
5N
DN
DN
DN
DN
DN
D4
2663
157
PB-1
788
180
11.3
9N
DN
D49
58N
DN
D14
4982
162
PB-1
797
191
17.2
016
3560
102
ICIC
2863
124
205
PB-1
803
208
1110
3047
115
138
163
Sam
e si
te a
s PB
-176
1 an
d PB
-176
5PB
-180
48 2
3012
1836
4710
0N
PN
P22
5110
720
8PB
-180
58 2
0012
518
3880
8690
1338
825 1
80PB
-180
68 2
0520
NP
NP
6710
011
412
928
6611
818
8PB
-180
78 2
0519
NP
NP
7012
013
314
538
6912
75 2
02PB
-180
820
018
ND
ND
ND
ND
W-5
435
1,20
05
NP
NP
ICIC
ICIC
1038
8617
01 D
epth
s for
T a
nd O
mar
kers
from
Ree
se a
nd C
unni
ngha
m (2
000)
.2 T
mar
ker i
s top
of T
amia
mi F
orm
atio
n (f
rom
Fis
h 19
88, s
ectio
n B
-B‘).
3 T m
arke
r is t
op o
f Tam
iam
i For
mat
ion
(fro
m F
ish
1988
, sec
tion
E-E‘
).4 T
amia
mi F
orm
atio
n at
land
surf
ace.
5 Mar
ker n
ot re
ache
d at
tota
l dep
th, b
ut e
stim
ated
.6 U
se b
ound
arie
s fro
m th
is w
ell,
whi
ch is
loca
ted
near
by.
7 Use
bou
ndar
ies f
rom
this
wel
l, w
hich
is lo
cate
d at
sam
e si
te.
8 Det
aile
d lit
holo
gic
desc
riptio
n av
aila
ble
for w
ell i
n ap
pend
ix ta
bles
.9 S
ampl
es c
olle
cted
but
no
geop
hysi
cal l
ogs r
un
Tabl
e 1–
8.
Hydr
ogeo
logi
c un
it bo
unda
ries
and
corr
elat
ion
mar
ker d
epth
s de
term
ined
in th
is s
tudy
.—Co
ntin
ued
[All
dept
hs a
re in
feet
bel
ow la
nd su
rfac
e; L
and
surf
ace
altit
ude
is fe
et a
bove
NG
VD
29;
Abb
revi
atio
ns: I
C, i
ncon
clus
ive;
ISD
, ina
dequ
ate
sam
ple
desc
riptio
n; N
D, n
ot d
eter
min
ed; N
P, n
ot p
rese
nt; N
R, n
ot
reac
hed
at to
tal d
epth
; QG
L, q
uest
iona
ble
geop
hysi
cal l
ogs;
PSQ
, poo
r sam
ple
qual
ity; -
-, ev
iden
ce fo
r sep
arat
ion
of z
one
2 fr
om z
one
3 no
t fou
nd. C
ells
shad
ed in
dar
k gr
ay in
firs
t col
umn
indi
cate
lith
olog
ic
and
geop
hysi
cal l
og p
lot i
s ava
ilabl
e fo
r wel
l in
appe
ndix
2. C
ells
shad
ed in
ligh
t gra
y in
last
four
col
umns
indi
cate
bor
ehol
e ga
mm
a ra
y lo
g w
as n
ot a
vaila
ble
for d
eter
min
ing
dept
h of
mar
ker]
68 Hydrogeologic and Hydraulic Characterization of the Surficial Aquifer System, and Origin of High Salinity Groundwater
Tabl
e1–
9A, 1
–9B
cros
s re
fere
nce
Prod
uctio
n w
ell i
dent
ifier
Prod
uc-
tion
wel
ldi
amet
er
(inch
es)
Test
da
teTe
st
type
Sour
ce
and
refe
renc
esO
pera
tor
Test
des
crip
tion
and
site
num
ber
Mon
itori
ng
wel
l id
entifi
er
Latit
ude
nort
h(d
d m
m s
s.s)
Long
itude
w
est
(dd
mm
ss.
s)
Hor
i-zo
ntal
datu
m
1C
-117
16
04/2
9/98
M1a
USG
SB
ig C
ypre
ss S
anct
uary
2 w
ells
26 1
3 17
80 5
5 51
NA
D 2
72
G-2
312J
6N
RM
1bU
SGS
Twen
ty S
ix M
ile B
end
NR
26 1
3 47
80 2
7 37
NA
D 2
73
G-2
312K
6N
RSC
1bU
SGS
Twen
ty S
ix M
ile B
end
Non
e26
13
4780
27
37N
AD
27
4G
-231
3A6
NR
SC1b
USG
SN
orth
Eve
rgla
des c
entra
lN
one
26 1
9 58
80 4
1 06
NA
D 2
75
G-2
313B
6N
RSC
1bU
SGS
Nor
th E
verg
lade
s cen
tral
Non
e26
19
5880
41
06N
AD
27
6G
-231
3C6
NR
S1b
USG
SN
orth
Eve
rgla
des c
entra
lN
one
26 1
9 58
80 4
1 06
NA
D 2
77
HE-
303
NR
06/0
3/58
M1c
USG
SS
& M
Far
ms;
Ree
se a
nd
Cun
ning
ham
, 200
0, fi
g.
23, s
ite 7
2 w
ells
26 2
3 47
80 5
8 16
NA
D 2
7
8H
-M-2
35N
R02
/27/
86M
9M
issi
mer
U.S
Sug
ar C
orpo
ratio
n,
Sout
h D
ivis
ion
Ran
ch;
Smith
and
Ada
ms,
1988
, fig
. 66,
site
15
4 w
ells
26 2
5 41
80 5
7 59
NA
D 2
7
9H
-M-3
01N
R11
/06/
86M
9M
issi
mer
U.S
Sug
ar C
orpo
ratio
n,
Sout
h D
ivis
ion
Ran
ch;
Smith
and
Ada
ms,
1988
, fig
. 66,
site
16
3 w
ells
1 NR
1 NR
NA
10H
-M-3
28N
R04
/17/
87M
9M
issi
mer
U.S
Sug
ar C
orpo
ratio
n,
Sout
h D
ivis
ion
Ran
ch;
Smith
and
Ada
ms,
1988
, fig
. 66,
site
17
3 w
ells
26 1
7 43
80 5
6 36
NA
D 2
7
11PB
-106
56
05/0
3/78
M1d
USG
SR
ivie
ra B
each
8 w
ells
26 4
6 10
80 0
7 25
NA
D 2
712
PB-1
233
NR
NR
SC1f
USG
SSp
ecifi
c ca
paci
ty te
st,
Sway
ze a
nd M
iller
, 19
84, t
able
3.2
–1,si
te 3
Non
e26
22
04.0
80 0
6 39
NA
D 2
7
13PB
-123
9N
RN
RSC
1fU
SGS
Spec
ific
capa
city
test,
Sw
ayze
and
Mill
er,
1984
, tab
le 3
.2–1
,site
2
Non
e26
20
48.0
80 0
7 45
NA
D 2
7
14PB
-125
0N
RN
RSC
1fU
SGS
Spec
ific
capa
city
test
, Sw
ayze
and
Mill
er,
1984
, tab
le 3
.2–1
,site
4
Non
e26
30
47.0
80 0
4 05
NA
D 2
7
Tabl
e 1–
9A.
Hydr
aulic
wel
l tes
t des
crip
tions
and
loca
tions
.
[Sou
rces
and
refe
renc
es fo
r thi
s app
endi
x ta
ble
are
give
n in
tabl
e 1–
9C. A
bbre
viat
ions
: dd
mm
ss.s,
deg
rees
, min
utes
, and
seco
nds;
APT
, aqu
ifer p
erfo
rman
ce te
st; L
WD
D, L
ake
Wor
th D
rain
age
Dis
trict
; NA
, no
t app
licab
le; N
R, n
ot re
porte
d; S
FWM
D, S
outh
Flo
rida
Wat
er M
anag
emen
t Dis
trict
; USG
S; U
.S. G
eolo
gica
l Sur
vey.
Tes
t typ
e: M
, mul
tiwel
l con
stan
t rat
e; P
, Pac
ker t
est;
R, s
ingl
e w
ell c
onst
ant r
ate;
S, s
tep
draw
dow
n; S
C, s
peci
fic c
apac
ity]
Appendixes 69
Tabl
e1–
9A, 1
–9B
cros
s re
fere
nce
Prod
uctio
n w
ell i
dent
ifier
Prod
uc-
tion
wel
ldi
amet
er
(inch
es)
Test
da
teTe
st
type
Sour
ce
and
refe
renc
esO
pera
tor
Test
des
crip
tion
and
site
num
ber
Mon
itori
ng
wel
l id
entifi
er
Latit
ude
nort
h(d
d m
m s
s.s)
Long
itude
w
est
(dd
mm
ss.
s)
Hor
i-zo
ntal
datu
m
15PB
-126
7N
RN
RSC
1fU
SGS
Spec
ific
capa
city
test
, Sw
ayze
and
Mill
er,
1984
, tab
le 3
.2–1
,site
5
Non
e26
28
05.0
80 0
4 27
NA
D 2
7
16PB
-131
0N
RN
RSC
1fU
SGS
Spec
ific
capa
city
test
, Sw
ayze
and
Mill
er,
1984
, tab
le 3
.2–1
,site
7
Non
e26
34
53.0
80 0
3 19
NA
D 2
7
17PB
-133
6N
RN
RSC
1fU
SGS
Spec
ific
capa
city
test
, Sw
ayze
and
Mill
er,
1984
, tab
le 3
.2–1
,site
15
Non
e26
42
23.0
80 1
2 57
NA
D 2
7
18PB
-134
3N
RN
RSC
1fU
SGS
Spec
ific
capa
city
test
, Sw
ayze
and
Mill
er,
1984
, tab
le 3
.2–1
,site
17
Non
e26
20
35.0
80 1
1 45
NA
D 2
7
19PB
-136
1N
RN
RSC
1fU
SGS
Spec
ific
capa
city
test
, Sw
ayze
and
Mill
er,
1984
, tab
le 3
.2–1
,site
19
Non
e26
50
54.0
80 0
7 44
NA
D 2
7
20PB
-136
5N
RN
RSC
1fU
SGS
Spec
ific
capa
city
test
, Sw
ayze
and
Mill
er,
1984
, tab
le 3
.2–1
, site
1
Non
e26
36
08.0
80 0
5 25
NA
D 2
7
21PB
-141
5N
RN
RSC
1fU
SGS
Spec
ific
capa
city
test
, Sw
ayze
and
Mill
er,
1984
, tab
le 3
.2–1
,site
13
Non
e26
24
58.0
80 0
7 00
NA
D 2
7
22PB
-154
56
07/0
3/86
M1e
USG
SU
SGS,
site
9PB
-154
426
38
5880
10
09.5
NA
D 8
323
PB-1
545
607
/20/
07R
2U
SGS
USG
S, si
te 9
Non
e26
38
5880
10
09.5
NA
D 8
324
PB-1
545
608
/31/
87?
M10
SFW
MD
USG
S, si
te 9
PB-1
544?
(D
-1A
)26
38
5880
10
09.5
NA
D 8
3
25PB
-154
76
07/1
6/86
M1e
USG
SU
SGS,
site
15
PB-1
546
26 5
6 06
80 1
3 55
NA
D 2
726
PB-1
551
607
/30/
86M
1eU
SGS
USG
S, si
te 1
4PB
-155
026
51
3480
17
27N
AD
27
27PB
-155
76
08/0
7/86
M1e
USG
SU
SGS,
site
13
PB-1
555
26 4
8 43
80 1
2 50
NA
D 2
728
PB-1
559
611
/19/
86M
1eU
SGS
USG
S, si
te 1
2PB
-155
826
48
3480
19
34N
AD
27
29PB
-156
56
11/0
4/86
M1e
USG
SU
SGS,
site
11
PB-1
564
26 4
5 55
80 1
5 17
NA
D 2
730
PB-1
568
612
/08/
86M
1eU
SGS
USG
S, si
te 1
0PB
-156
926
41
0180
16
30N
AD
27
Tabl
e 1–
9A.
Hydr
aulic
wel
l tes
t des
crip
tions
and
loca
tions
.—Co
ntin
ued
[Sou
rces
and
refe
renc
es fo
r thi
s app
endi
x ta
ble
are
give
n in
tabl
e 1–
9C. A
bbre
viat
ions
: dd
mm
ss.s,
deg
rees
, min
utes
, and
seco
nds;
APT
, aqu
ifer p
erfo
rman
ce te
st; L
WD
D, L
ake
Wor
th D
rain
age
Dis
trict
; NA
, no
t app
licab
le; N
R, n
ot re
porte
d; S
FWM
D, S
outh
Flo
rida
Wat
er M
anag
emen
t Dis
trict
; USG
S; U
.S. G
eolo
gica
l Sur
vey.
Tes
t typ
e: M
, mul
tiwel
l con
stan
t rat
e; P
, Pac
ker t
est;
R, s
ingl
e w
ell c
onst
ant r
ate;
S, s
tep
draw
dow
n; S
C, s
peci
fic c
apac
ity]
70 Hydrogeologic and Hydraulic Characterization of the Surficial Aquifer System, and Origin of High Salinity Groundwater
Tabl
e1–
9A, 1
–9B
cros
s re
fere
nce
Prod
uctio
n w
ell i
dent
ifier
Prod
uc-
tion
wel
ldi
amet
er
(inch
es)
Test
da
teTe
st
type
Sour
ce
and
refe
renc
esO
pera
tor
Test
des
crip
tion
and
site
num
ber
Mon
itori
ng
wel
l id
entifi
er
Latit
ude
nort
h(d
d m
m s
s.s)
Long
itude
w
est
(dd
mm
ss.
s)
Hor
i-zo
ntal
datu
m
31PB
-157
26
11/1
1/86
M1e
USG
SU
SGS,
site
8PB
-157
126
35
0980
10
22N
AD
27
32PB
-157
56
11/0
5/86
M1e
USG
SU
SGS,
site
2PB
-157
426
25
5380
12
15N
AD
27
33PB
-157
76
12/0
2/86
M1e
USG
SU
SGS,
site
16
PB-1
576
26 3
2 55
80 1
3 36
NA
D 2
734
PB-1
577
607
/09/
87M
10SF
WM
DU
SGS,
site
16
PB-1
576
26 3
2 55
80 1
3 36
NA
D 2
735
PB-1
580
611
/13/
86M
1eU
SGS
USG
S, si
te 7
PB-1
578
26 3
7 02
80 0
5 19
NA
D 2
736
PB-1
582
611
/04/
86M
1eU
SGS
USG
S, si
te 1
PB-1
581
26 2
1 47
80 1
0 16
NA
D 2
737
PB-1
582
607
/01/
87M
10SF
WM
DU
SGS,
site
1PB
-158
126
21
4780
10
16N
AD
27
38PB
-159
96
02/1
2/87
M1e
USG
SU
SGS,
site
4PB
-160
026
28
0580
10
16N
AD
27
39PB
-160
46
02/1
7/87
M1e
USG
SU
SGS,
site
5PB
-160
326
32
1680
06
17N
AD
27
40PB
-160
86
02/2
3/87
M1e
USG
SU
SGS,
site
17
PB-1
607
26 5
2 48
80 1
0 38
NA
D 2
741
PB-1
769
209
/20/
07R
2U
SGS
A. G
. Hol
ly R
ehab
ilita
tion
Cen
ter
Non
e26
35
2280
03
30N
AD
27
42PB
-179
24
04/0
5/07
R2
USG
SC
P02-
EAA
RS-
CB
-001
0N
one
26 2
3 58
80 4
0 52
.5N
AD
27
43, 4
4PB
-179
42
Vario
us d
ates
R3
USG
SEN
R M
P2-A
Non
e26
38
1980
25
38N
AD
27
45PB
-180
12
04/1
8/07
M2
USG
SB
P-D
MW
-WPB
-180
2 in
sh
allo
wer
zo
ne
26 2
0 54
80 1
7 49
.3N
AD
83
46PB
-180
34
04/1
7/07
R2
USG
SH
ASR
-SA
S-M
W-1
Non
e26
21
1880
17
41.5
NA
D 2
747
PB-1
804
404
/09/
07R
2U
SGS
Hill
sbor
o C
anal
nea
r pum
p st
atio
n S-
6N
one
26 2
8 29
80 2
6 54
.2N
AD
83
48PB
-180
54
05/2
5/07
R2
USG
SU
.S. H
wy
27 a
t ben
d to
the
north
Non
e26
33
5980
42
35.7
NA
D 8
3
49PB
-180
64
01/1
5/08
R2
USG
SSo
uthe
rn B
lvd
and
U.S
. 44
1 at
S-1
55A
Non
e26
40
4780
12
10.7
NA
D 8
3
50PB
-180
74
03/2
8/08
R2
USG
SLa
ntan
a R
d an
d Fl
orid
a Tu
rnpi
ke o
n LW
DD
ca
nal E
-2E
Non
e26
35
1280
10
22N
AD
83
51PW
405
/24/
87M
7M
urra
y-
Mill
eson
, In
c
Sem
inol
e Tr
ibe;
Sm
ith a
nd
Ada
ms,
1988
, fig.
66,
si
te 1
8
3 w
ells
1 NR
1 N
RN
A
Tabl
e 1–
9A.
Hydr
aulic
wel
l tes
t des
crip
tions
and
loca
tions
.—Co
ntin
ued
[Sou
rces
and
refe
renc
es fo
r thi
s app
endi
x ta
ble
are
give
n in
tabl
e 1–
9C. A
bbre
viat
ions
: dd
mm
ss.s,
deg
rees
, min
utes
, and
seco
nds;
APT
, aqu
ifer p
erfo
rman
ce te
st; L
WD
D, L
ake
Wor
th D
rain
age
Dis
trict
; NA
, no
t app
licab
le; N
R, n
ot re
porte
d; S
FWM
D, S
outh
Flo
rida
Wat
er M
anag
emen
t Dis
trict
; USG
S; U
.S. G
eolo
gica
l Sur
vey.
Tes
t typ
e: M
, mul
tiwel
l con
stan
t rat
e; P
, Pac
ker t
est;
R, s
ingl
e w
ell c
onst
ant r
ate;
S, s
tep
draw
dow
n; S
C, s
peci
fic c
apac
ity]
Appendixes 71
Tabl
e1–
9A, 1
–9B
cros
s re
fere
nce
Prod
uctio
n w
ell i
dent
ifier
Prod
uc-
tion
wel
ldi
amet
er
(inch
es)
Test
da
teTe
st
type
Sour
ce
and
refe
renc
esO
pera
tor
Test
des
crip
tion
and
site
num
ber
Mon
itori
ng
wel
l id
entifi
er
Latit
ude
nort
h(d
d m
m s
s.s)
Long
itude
w
est
(dd
mm
ss.
s)
Hor
i-zo
ntal
datu
m
52, 5
3S1
0C2
Vario
us d
ates
R3
USG
SW
CA
-2A
Non
e26
22
1580
21
4.1
NA
D 2
754
TPW
605
/10/
89M
8M
urra
y-
Mill
eson
, In
c
Mic
cosu
ke T
ribe
(Nor
th
site
); M
urra
y-M
illes
on,
Inc.
, 198
9, fi
g. 2
3 w
ells
2 NR
2 NR
NA
55TW
-14
06/0
3/99
R6
Mon
tgom
ery
Wat
son
for
SFW
MD
Stor
mw
ater
Tre
atm
ent
Are
a 3
and
4N
one
3 NR
3 NR
NA
56TW
-2C
804
/27/
99M
5M
ontg
omer
y W
atso
n fo
r SF
WM
D
ASR
pilo
t tes
t site
, Site
14
wel
ls26
21
2480
17
19.3
NA
D 8
3
57TW
-34
08/0
4/99
M6
Mon
tgom
ery
Wat
son
for
SFW
MD
Stor
mw
ater
Tre
atm
ent
Are
a 3
and
46
wel
ls4 2
6 22
28
4 80
35 4
7N
AD
83
58TW
-34
06/1
0/99
R6
Mon
tgom
ery
Wat
son
for
SFW
MD
Stor
mw
ater
Tre
atm
ent
Are
a 3
and
4N
one
4 26
22 2
84 8
0 35
47
NA
D 8
3
59TW
-54
06/1
7/99
R6
Mon
tgom
ery
Wat
son
for
SFW
MD
)
Stor
mw
ater
Tre
atm
ent
Are
a 3
and
4N
one
4 26
22 2
74 8
0 40
02
NA
D 8
3
607R
_TQ
210
07/1
0/80
M4
Gee
& Je
nsen
Pum
ping
wel
l for
Teq
uest
a w
ellfi
eld
APT
(7/1
0/80
)4
wel
ls26
57
3480
05
35N
AD
27
61B
OC
A_P
W-1
NR
01/1
0/85
NR
4C
amp,
D
ress
er, &
M
cKee
Boc
a R
aton
test
pro
duct
ion
wel
l for
wel
lfiel
d ex
pan-
sion
nea
r Clin
t Moo
re
Roa
d
NR
26 2
4 14
80 0
7 46
NA
D 2
7
62B
UR
MA
-TES
TN
R02
/03/
88M
4G
erag
hty
&
Mill
er, I
nc.
Bur
ma
Roa
d Pa
rcel
test
w
ell
3 w
ells
26 4
8 01
80 0
5 23
NA
D 2
7
63FH
V_W
58
04/1
3/83
M4
CH
2M-H
ILL
Palm
Spr
ings
For
est H
ill
Vill
age
Wel
lfiel
d5
wel
ls26
38
4880
07
47N
AD
27
64H
BW
W-4
NR
10/2
0/78
NR
4C
amp,
D
ress
er, &
M
cKee
Hig
hlan
d Be
ach
Wes
t W
ellfi
eld
wel
l #4
NR
26 2
4 36
80 0
4 44
NA
D 2
7
Tabl
e 1–
9A.
Hydr
aulic
wel
l tes
t des
crip
tions
and
loca
tions
.—Co
ntin
ued
[Sou
rces
and
refe
renc
es fo
r thi
s app
endi
x ta
ble
are
give
n in
tabl
e 1–
9C. A
bbre
viat
ions
: dd
mm
ss.s,
deg
rees
, min
utes
, and
seco
nds;
APT
, aqu
ifer p
erfo
rman
ce te
st; L
WD
D, L
ake
Wor
th D
rain
age
Dis
trict
; NA
, no
t app
licab
le; N
R, n
ot re
porte
d; S
FWM
D, S
outh
Flo
rida
Wat
er M
anag
emen
t Dis
trict
; USG
S; U
.S. G
eolo
gica
l Sur
vey.
Tes
t typ
e: M
, mul
tiwel
l con
stan
t rat
e; P
, Pac
ker t
est;
R, s
ingl
e w
ell c
onst
ant r
ate;
S, s
tep
draw
dow
n; S
C, s
peci
fic c
apac
ity]
72 Hydrogeologic and Hydraulic Characterization of the Surficial Aquifer System, and Origin of High Salinity Groundwater
Tabl
e1–
9A, 1
–9B
cros
s re
fere
nce
Prod
uctio
n w
ell i
dent
ifier
Prod
uc-
tion
wel
ldi
amet
er
(inch
es)
Test
da
teTe
st
type
Sour
ce
and
refe
renc
esO
pera
tor
Test
des
crip
tion
and
site
num
ber
Mon
itori
ng
wel
l id
entifi
er
Latit
ude
nort
h(d
d m
m s
s.s)
Long
itude
w
est
(dd
mm
ss.
s)
Hor
i-zo
ntal
datu
m
65JP
W-1
6N
R12
/25/
82S
4G
erag
hty
&
Mill
er, I
nc.
Jupi
ter W
ater
Pla
nt p
rodu
c-tio
n
wel
l #16
Non
e26
54
4480
07
31N
AD
27
66JU
NO
_PW
-5A
NR
05/1
5/79
M4
Bar
ker,
Osh
a,
& A
nder
-so
n, In
c.
Tow
n of
Juno
Bea
ch p
ump-
ing
wel
l 5A
5 w
ells
26 5
2 36
80 0
3 18
NA
D 2
7
67JW
SPW
-13
NR
11/2
9/78
M4
Ger
aght
y &
M
iller
, Inc
.Ju
pite
r4
wel
ls26
55
3480
07
45N
AD
27
68LM
_PW
-3N
R07
/29/
82M
4G
erag
hty
&
Mill
er, I
nc.
Lake
Mag
nolia
pum
ping
w
ell #
33
wel
ls26
44
0680
03
59N
AD
27
69LS
L_B
-3N
R08
/20/
85N
R4
PBS&
J, In
c.La
ntan
a Sa
nita
ry L
andfi
ll di
scha
rge
wel
l B-3
NR
26 3
6 06
80 1
1 23
NA
D 2
7
70LT
C_P
W-3
NR
03/1
0/80
M4
NR
Lost
Tre
e C
lub
3 w
ells
26 5
0 50
80 0
3 45
NA
D 2
771
MO
RI_
PW-1
A6
03/2
3/87
M4
SFW
MD
Mor
ikam
i Par
k (S
FWM
D)
3 w
ells
26 2
5 43
80 0
9 19
NA
D 2
772
PBC
E-2
211
/01/
86N
R4
Ger
aght
y &
M
iller
, Inc
.Pa
lm B
each
Cou
ntry
Es
tate
s wel
l #2
NR
26 5
4 44
80 0
9 29
NA
D 2
7
73PB
CE-
32
11/0
1/86
NR
4G
erag
hty
&
Mill
er, I
nc.
Palm
Bea
ch C
ount
ry
Esta
tes #
3N
R26
54
4580
10
16N
AD
27
74PB
CW
W_T
W-1
601
/01/
79M
4R
usse
l &
Axo
mPa
lm B
each
Cou
nty
prop
osed
Wes
tern
Wel
l Fi
eld
site
test
wel
l 1
2 w
ells
26 4
1 58
80 0
8 55
NA
D 2
7
75PB
LL-P
W1
605
/01/
87M
4SF
WM
DLa
ke L
ytal
Par
k su
rfici
al
aqui
fer t
est
16 w
ells
26 4
0 35
80 0
6 07
.9N
AD
27
76PB
MT_
PW-1
NR
08/0
3/87
M4
SFW
MD
Mili
tary
Tra
il A
PT p
rodu
c-tio
n w
ell 1
(SFW
MD
)4
wel
ls26
53
4780
06
12N
AD
27
77PB
POC
_PW
NR
12/2
5/81
M4
H.L
. Sea
rcy,
C
onsu
lting
En
gine
er,
Inc.
Pum
ping
wel
l for
Pal
m
Bea
ch P
ark
of C
om-
mer
ce A
PT (1
981)
1 w
ell
26 5
4 18
80 1
6 28
NA
D 2
7
78R
IVB
EN-3
211
/01/
86N
R4
Ger
aght
y &
M
iller
, Inc
.R
iver
bend
Par
k w
ell #
3N
R26
55
3980
10
33N
AD
27
Tabl
e 1–
9A.
Hydr
aulic
wel
l tes
t des
crip
tions
and
loca
tions
.—Co
ntin
uedd
[Sou
rces
and
refe
renc
es fo
r thi
s app
endi
x ta
ble
are
give
n in
tabl
e 1–
9C. A
bbre
viat
ions
: dd
mm
ss.s,
deg
rees
, min
utes
, and
seco
nds;
APT
, aqu
ifer p
erfo
rman
ce te
st; L
WD
D, L
ake
Wor
th D
rain
age
Dis
trict
; NA
, no
t app
licab
le; N
R, n
ot re
porte
d; S
FWM
D, S
outh
Flo
rida
Wat
er M
anag
emen
t Dis
trict
; USG
S; U
.S. G
eolo
gica
l Sur
vey.
Tes
t typ
e: M
, mul
tiwel
l con
stan
t rat
e; P
, Pac
ker t
est;
R, s
ingl
e w
ell c
onst
ant r
ate;
S, s
tep
draw
dow
n; S
C, s
peci
fic c
apac
ity]
Appendixes 73
Tabl
e1–
9A, 1
–9B
cros
s re
fere
nce
Prod
uctio
n w
ell i
dent
ifier
Prod
uc-
tion
wel
ldi
amet
er
(inch
es)
Test
da
teTe
st
type
Sour
ce
and
refe
renc
esO
pera
tor
Test
des
crip
tion
and
site
num
ber
Mon
itori
ng
wel
l id
entifi
er
Latit
ude
nort
h(d
d m
m s
s.s)
Long
itude
w
est
(dd
mm
ss.
s)
Hor
i-zo
ntal
datu
m
79R
I_PW
-851
NR
12/2
5/85
M4
Bar
ker,
Osh
a,
& A
nder
-so
n, In
c.
City
of R
ivie
ra B
each
pu
mpi
ng w
ell 8
513
wel
ls26
45
3680
06
42N
AD
27
80SE
M_P
W-1
811
/04/
83M
4N
RSe
min
ole
Man
or W
ater
Tr
eatm
ent P
lant
pum
p-in
g w
ell 1
1 w
ell
26 3
4 48
80 0
5 56
NA
D 2
7
81SS
H_P
W-1
608
/09/
87N
R4
SFW
MD
Sout
h Sh
ore
pum
ping
w
ell #
1
(SFW
MD
)
NR
26 3
8 55
80 1
4 40
NA
D 2
7
82W
PB_P
W-1
NR
06/1
0/82
M4
Ger
aght
y &
M
iller
, Inc
.W
est P
alm
Bea
ch R
egio
nal
Was
tew
ater
Tre
atm
ent
Plan
t pum
ping
wel
l #1
5 w
ells
26 4
4 51
80 0
7 21
NA
D 2
7
1 Loc
atio
n no
t rep
orte
d, e
stim
ated
from
Sm
ith a
nd A
dam
s (19
88 fi
g. 6
6);
2 Loc
atio
n no
t rep
orte
d, e
stim
ated
from
Mur
ray-
Mill
eson
, Inc
. (19
89, fi
g. 2
); 3 L
ocat
ion
not r
epor
ted,
est
imat
ed fr
om M
ontg
omer
y W
atso
n A
mer
icas
, Inc
. (19
99, fi
g. 4
.1).
4 Loc
atio
n no
t rep
orte
d, e
stim
ated
from
Mon
tgom
ery
Wat
son
Am
eric
as, I
nc. (
1999
, fig.
4.1
) and
aer
ial p
hoto
grap
hs.
Tabl
e 1–
9A.
Hydr
aulic
wel
l tes
t des
crip
tions
and
loca
tions
.—Co
ntin
ued
[Sou
rces
and
refe
renc
es fo
r thi
s app
endi
x ta
ble
are
give
n in
tabl
e 1–
9C. A
bbre
viat
ions
: dd
mm
ss.s,
deg
rees
, min
utes
, and
seco
nds;
APT
, aqu
ifer p
erfo
rman
ce te
st; L
WD
D, L
ake
Wor
th D
rain
age
Dis
trict
; NA
, no
t app
licab
le; N
R, n
ot re
porte
d; S
FWM
D, S
outh
Flo
rida
Wat
er M
anag
emen
t Dis
trict
; USG
S; U
.S. G
eolo
gica
l Sur
vey.
Tes
t typ
e: M
, mul
tiwel
l con
stan
t rat
e; P
, Pac
ker t
est;
R, s
ingl
e w
ell c
onst
ant r
ate;
S, s
tep
draw
dow
n; S
C, s
peci
fic c
apac
ity]
74 Hydrogeologic and Hydraulic Characterization of the Surficial Aquifer System, and Origin of High Salinity Groundwater
Tabl
e1–
9A, 1
–9B
cros
s re
fere
nce
Prod
uctio
n-w
ell
iden
tifier
Test
da
te
Alti
tude
of
land
su
rfac
e (fe
et)
Dep
th o
f op
en
inte
rval
te
sted
(fe
et)
Perm
eabl
e zo
nes
inte
rpre
ted
to b
e op
en
in P
W
1 (Z1,
Z2,
Z3)
Pum
ping
ra
te
(gal
lons
pe
r m
inut
e)
Leng
th o
f pu
mpi
ng
peri
od
(hou
rs)
or s
tep
test
nu
mbe
r
Spec
ific
capa
city
(g
allo
ns
per m
in-
ute
per
foot
)
Tran
smis
-si
vity
(s
quar
e fe
et p
er
day)
Met
hod
of a
naly
sis
Esti-
mat
ed
dept
hs o
f to
tal
inte
rval
te
sted
(fe
et)
Prob
lem
s an
d co
mm
ents
1C
-117
104
/29/
9815
75–1
353
222
5.0
2 70,
000
H-J
for M
Ws a
nd
Thei
s Rec
for
PW
75–1
40
30,0
00C
-J fo
r PW
2G
-231
2JN
R15
110–
140
3N
RN
R2 2
2,00
0Th
eis;
C-J
; H-J
; C
oope
r (19
63)
106–
140
3G
-231
2KN
R15
40–5
02
NR
NR
NR
2 9,0
00SC
40–6
24
G-2
313A
NR
1212
–22
1N
RN
RN
R2 1
8,00
0SC
12–2
25
G-2
313B
NR
1246
–81
2N
RN
R2 9
,000
SC46
–82
6G
-231
3CN
R12
106–
146
3N
RN
R2 2
6,00
0St
ep d
raw
dow
n10
6–14
67
HE-
303
06/0
3/58
15N
R-1
203
1,40
043
2 31,
000
Coo
per (
1963
)8
H-M
-235
02/2
7/86
1565
–125
375
472
14,0
00H
-J9
H-M
-301
11/0
6/86
1576
–124
383
172
44,0
00H
-J10
H-M
-328
04/1
7/87
1575
–133
350
871
66,0
00H
-J11
PB-1
065
05/0
3/78
1655
–95
222
024
2 11,
000
Han
tush
12PB
-123
3N
R17
100–
120
12,
435
NR
406
3 81,
200
SC13
PB-1
239
NR
1710
8–12
41
2,44
0N
R22
23 4
4,40
0SC
14PB
-125
0N
R17
50–7
01
1,05
0N
R13
13 2
6,20
0SC
15PB
-126
7N
R17
57–1
081
1,00
0N
R60
3 12,
000
SC16
PB-1
310
NR
1750
–80
11,
500
NR
188
3 37,
600
SC17
PB-1
336
NR
1764
–70
245
0N
R19
23 3
8,40
0SC
18PB
-134
3N
R17
160–
170
358
0N
R11
83 2
3,60
0SC
19PB
-136
1N
R17
72–1
021
700
NR
467
3 93,
400
SC20
PB-1
365
NR
1795
–117
150
0N
R10
03 2
0,00
0SC
21PB
-141
5N
R17
63–6
91
100
NR
313 6
,200
SC22
PB-1
545
07/0
3/86
1870
–160
2 an
d 3
433
4.65
2 150
,000
C-J
for M
W56
–180
Goo
d fit
for a
ll M
W d
ata
434
Step
467
,000
C-J
for P
W23
PB-1
545
07/2
0/07
1870
–153
2 an
d 3
307.
462.
92 1
60,0
00Th
eis R
ec fo
r PW
Ret
est
73,0
00C
-J fo
r PW
Tabl
e 1–
9B.
Hydr
aulic
wel
l tes
t res
ults
.
[Dep
ths a
re in
feet
bel
ow la
nd su
rfac
e. A
ltitu
de o
f lan
d su
rfac
e is
feet
abo
ve N
GV
D 2
9 (n
umbe
rs in
bol
dfac
e ty
pe a
re e
stim
ated
from
topo
grap
hic
map
). M
etho
d of
ana
lysi
s: S
C, s
peci
fic c
apac
ity; T
heis
, The
is
(193
5) c
onfin
ed a
quife
r; Th
eis R
ec, T
heis
(193
5) re
sidu
al d
raw
dow
n re
cove
ry; B
ouw
er, B
ower
(198
9) a
nd B
ouw
er a
nd R
ice
(197
6) sl
ug te
st; C
-J, C
oope
r and
Jaco
b (1
946)
con
fined
aqu
ifer;
H-J
, Han
tush
and
Ja
cob
(195
5) le
aky
aqui
fer;
Han
tush
, Han
tush
(196
0) le
aky
aqui
fer.
Oth
er a
nnot
atio
ns: K
, hyd
raul
ic c
ondu
ctiv
ity; M
W, m
onito
ring
wel
l; N
R, n
ot re
porte
d; P
W, p
rodu
ctio
n w
ell;
SFW
MD
, Sou
th F
lorid
a W
ater
M
anag
emen
t Dis
trict
; USG
S, U
.S. G
eolo
gica
l Sur
vey;
WTP
, wat
er tr
eatm
ent p
lant
; --,
not a
pplic
able
]
Appendixes 75
Tabl
e1–
9A, 1
–9B
cros
s re
fere
nce
Prod
uctio
n-w
ell
iden
tifier
Test
da
te
Alti
tude
of
land
su
rfac
e (fe
et)
Dep
th o
f op
en
inte
rval
te
sted
(fe
et)
Perm
eabl
e zo
nes
inte
rpre
ted
to b
e op
en
in P
W
1 (Z1,
Z2,
Z3)
Pum
ping
ra
te
(gal
lons
pe
r m
inut
e)
Leng
th o
f pu
mpi
ng
peri
od
(hou
rs)
or s
tep
test
nu
mbe
r
Spec
ific
capa
city
(g
allo
ns
per m
in-
ute
per
foot
)
Tran
smis
-si
vity
(s
quar
e fe
et p
er
day)
Met
hod
of a
naly
sis
Esti-
mat
ed
dept
hs o
f to
tal
inte
rval
te
sted
(fe
et)
Prob
lem
s an
d co
mm
ents
24PB
-154
508
/31/
87?
1870
–160
2 an
d 3
824
2.81
220,
000
C-J
for M
WR
epor
ted
wel
l: U
SGS9
_S-1
25PB
-154
707
/16/
8620
75–1
152
and
321
48.
42 6
,800
C-J
for M
W60
–156
Early
tim
e (1
00 m
in) fi
t fo
r MW
dat
a23
8St
ep 4
6,30
0C
-J fo
r PW
26PB
-155
107
/30/
8623
70–1
302
and
321
24.
952 4
,500
C-J
for M
W63
–146
Goo
d ea
rly ti
me
(20
min
) fit
for M
W d
ata
88St
ep 1
3,60
0C
-J fo
r PW
27PB
-155
708
/07/
8619
50–1
202
and
332
96.
132 2
3,00
0C
-J fo
r MW
30–1
30G
ood
early
tim
e (5
0 m
in)
fit fo
r MW
dat
a36
0St
ep 4
4,00
0C
-J fo
r PW
28PB
-155
911
/19/
8620
93–1
533
109
5.97
2 2,6
00C
-J fo
r MW
87–1
44G
ood
early
tim
e (4
0 m
in)
fit fo
r MW
dat
a80
Step
33,
000
C-J
for P
W29
PB-1
565
11/0
4/86
2068
–128
2 an
d 3
180
3.83
2 4,8
00C
-J fo
r MW
40–1
54G
ood
early
tim
e (1
70 m
in)
fit fo
r MW
dat
a21
0St
ep 4
4,00
0C
-J fo
r PW
30PB
-156
812
/08/
8617
84–1
642
and
316
05.
572 1
4,00
0C
-J fo
r MW
10–1
70G
ood
early
tim
e (6
0 m
in)
fit fo
r MW
dat
a18
9St
ep 4
7,20
0C
-J fo
r PW
31PB
-157
211
/11/
8619
106–
206
2 an
d 3
403
2.16
180,
000
C-J
for M
W60
–220
Early
tim
e (6
5 m
in) fi
t for
M
W d
ata
406
Step
42 1
0,00
0C
-J fo
r PW
32PB
-157
511
/05/
8619
80–1
802,
min
or 3
318
32 3
1,00
0C
-J fo
r MW
77–1
83G
ood
early
tim
e (6
0 m
in)
fit fo
r MW
dat
a36
0St
ep 4
18,0
00C
-J fo
r PW
33PB
-157
712
/02/
8617
56–1
462,
min
or 3
398
22 3
6,00
0C
-J fo
r MW
54–1
50Ea
rly ti
me
(30
min
) fit f
or
MW
dat
a32
6St
ep 3
40,0
00C
-J fo
r PW
Tabl
e 1–
9B.
Hydr
aulic
wel
l tes
t res
ults
.—Co
ntin
ued
[Dep
ths a
re in
feet
bel
ow la
nd su
rfac
e. A
ltitu
de o
f lan
d su
rfac
e is
feet
abo
ve N
GV
D 2
9 (n
umbe
rs in
in b
oldf
ace
type
are
est
imat
ed fr
om to
pogr
aphi
c m
ap).
Met
hod
of a
naly
sis:
SC
, spe
cific
cap
acity
; The
is,
Thei
s (19
35) c
onfin
ed a
quife
r; Th
eis R
ec, T
heis
(193
5) re
sidu
al d
raw
dow
n re
cove
ry; B
ouw
er, B
ower
(198
9) a
nd B
ouw
er a
nd R
ice
(197
6) sl
ug te
st; C
-J, C
oope
r and
Jaco
b (1
946)
con
fined
aqu
ifer;
H-J
, Han
tush
an
d Ja
cob
(195
5) le
aky
aqui
fer;
Han
tush
, Han
tush
(196
0) le
aky
aqui
fer.
Oth
er a
nnot
atio
ns: K
, hyd
raul
ic c
ondu
ctiv
ity; M
W, m
onito
ring
wel
l; N
R, n
ot re
porte
d; P
W, p
rodu
ctio
n w
ell;
SFW
MD
, Sou
th F
lorid
a W
ater
Man
agem
ent D
istri
ct; U
SGS,
U.S
. Geo
logi
cal S
urve
y; W
TP, w
ater
trea
tmen
t pla
nt; -
-, no
t app
licab
le]
76 Hydrogeologic and Hydraulic Characterization of the Surficial Aquifer System, and Origin of High Salinity Groundwater
Tabl
e1–
9A, 1
–9B
cros
s re
fere
nce
Prod
uctio
n-w
ell
iden
tifier
Test
da
te
Alti
tude
of
land
su
rfac
e (fe
et)
Dep
th o
f op
en
inte
rval
te
sted
(fe
et)
Perm
eabl
e zo
nes
inte
rpre
ted
to b
e op
en
in P
W
1 (Z1,
Z2,
Z3)
Pum
ping
ra
te
(gal
lons
pe
r m
inut
e)
Leng
th o
f pu
mpi
ng
peri
od
(hou
rs)
or s
tep
test
nu
mbe
r
Spec
ific
capa
city
(g
allo
ns
per m
in-
ute
per
foot
)
Tran
smis
-si
vity
(s
quar
e fe
et p
er
day)
Met
hod
of a
naly
sis
Esti-
mat
ed
dept
hs o
f to
tal
inte
rval
te
sted
(fe
et)
Prob
lem
s an
d co
mm
ents
34PB
-157
707
/09/
8717
56–1
462,
min
or 3
726
1.93
38,0
00C
-J fo
r MW
Early
tim
e (3
3 m
in) fi
t for
M
W d
ata
33,0
00Th
eis R
ec fo
r MW
35PB
-158
011
/13/
8610
151–
221
2 an
d 3
337
5.12
7,70
0C
-J fo
r MW
150–
250
Goo
d ea
rly ti
me
(20
min
) fit
for M
W d
ata
172
Step
12 5
,700
C-J
for P
W36
PB-1
582
11/0
4/86
1790
–220
2 an
d 3
332
52 5
6,00
0C
-J fo
r MW
87–2
20Ea
rly ti
me
(100
min
) fit
for M
W d
ata
37PB
-158
207
/01/
8717
90–2
202
and
353
63.
9386
,000
Thei
s Rec
for M
W
90,0
00C
-J fo
r MW
Goo
d fit
for a
ll M
W d
ata
38PB
-159
902
/12/
8719
110–
230
2 an
d 3
408
62 3
0,00
0C
-J fo
r MW
100–
250
?, O
nly
very
ear
ly ti
me
fit
(10
to 2
0 m
in) f
or M
W
data
401
Step
442
,000
C-J
for P
W39
PB-1
604
02/1
7/87
1560
–170
1 an
d 2
335
62 2
0,00
0C
-J fo
r MW
57–1
80G
ood
early
tim
e (6
0 m
in)
fit fo
r MW
dat
a27
1St
ep 3
20,0
00C
-J fo
r PW
40PB
-160
802
/23/
8718
50–1
502
and
333
26
2 15,
000
C-J
for M
W34
–150
Early
tim
e (3
0 m
in) fi
t for
M
W d
ata
332
Step
417
,000
C-J
for P
W41
PB-1
769
09/2
0/07
1523
2–33
73
393.
012 7
,000
Thei
s Rec
for P
W23
5–30
8Th
eis R
ec—
good
tren
d;
C-J
—H
igh
scat
ter i
n da
ta (2
in. w
ell)
4,60
0C
-J fo
r PW
42PB
-179
204
/05/
0711
.92
61.5
–71.
53
18.5
2.24
Not
ap
prov
edTh
eis R
ec fo
r PW
57–8
7R
esul
ts o
f tes
t not
ap-
prov
ed b
ecau
se o
f low
dr
awdo
wn
in a
quife
rN
ot
appr
oved
C-J
for P
W
Tabl
e 1–
9B.
Hydr
aulic
wel
l tes
t res
ults
.—Co
ntin
ued
[Dep
ths a
re in
feet
bel
ow la
nd su
rfac
e. A
ltitu
de o
f lan
d su
rfac
e is
feet
abo
ve N
GV
D 2
9 (n
umbe
rs in
in b
oldf
ace
type
are
est
imat
ed fr
om to
pogr
aphi
c m
ap).
Met
hod
of a
naly
sis:
SC
, spe
cific
cap
acity
; The
is,
Thei
s (19
35) c
onfin
ed a
quife
r; Th
eis R
ec, T
heis
(193
5) re
sidu
al d
raw
dow
n re
cove
ry; B
ouw
er, B
ower
(198
9) a
nd B
ouw
er a
nd R
ice
(197
6) sl
ug te
st; C
-J, C
oope
r and
Jaco
b (1
946)
con
fined
aqu
ifer;
H-J
, Han
tush
an
d Ja
cob
(195
5) le
aky
aqui
fer;
Han
tush
, Han
tush
(196
0) le
aky
aqui
fer.
Oth
er a
nnot
atio
ns: K
, hyd
raul
ic c
ondu
ctiv
ity; M
W, m
onito
ring
wel
l; N
R, n
ot re
porte
d; P
W, p
rodu
ctio
n w
ell;
SFW
MD
, Sou
th F
lorid
a W
ater
Man
agem
ent D
istri
ct; U
SGS,
U.S
. Geo
logi
cal S
urve
y; W
TP, w
ater
trea
tmen
t pla
nt; -
-, no
t app
licab
le]
Appendixes 77
Tabl
e1–
9A, 1
–9B
cros
s re
fere
nce
Prod
uctio
n-w
ell
iden
tifier
Test
da
te
Alti
tude
of
land
su
rfac
e (fe
et)
Dep
th o
f op
en
inte
rval
te
sted
(fe
et)
Perm
eabl
e zo
nes
inte
rpre
ted
to b
e op
en
in P
W
1 (Z1,
Z2,
Z3)
Pum
ping
ra
te
(gal
lons
pe
r m
inut
e)
Leng
th o
f pu
mpi
ng
peri
od
(hou
rs)
or s
tep
test
nu
mbe
r
Spec
ific
capa
city
(g
allo
ns
per m
in-
ute
per
foot
)
Tran
smis
-si
vity
(s
quar
e fe
et p
er
day)
Met
hod
of a
naly
sis
Esti-
mat
ed
dept
hs o
f to
tal
inte
rval
te
sted
(fe
et)
Prob
lem
s an
d co
mm
ents
43PB
-179
4Va
rious
da
tes
15.6
18.6
–40.
31
10–1
2N
R1,
100
Bou
wer
for P
Ws
13–3
5U
ses a
vera
ge K
from
test
s of
10
wel
ls in
vic
inity
44PB
-179
4Va
rious
da
tes
15.6
58–1
012
10–1
2N
R5,
200
Bou
wer
for P
Ws
35–1
00U
ses a
vera
ge K
from
test
of
6 w
ells
in v
icin
ity45
PB-1
801
04/1
8/07
12.4
85–1
052
490.
52 1
0,00
0Th
eis R
ec fo
r PW
77
–122
Test
ed tw
ice
with
sam
e re
sults
; est
imat
ed
dept
hs o
f tot
al in
terv
al
test
ed a
re fr
om B
enne
tt,
M.W
., 20
06 (u
npub
-lis
hed
repo
rt), H
ydro
-ge
olog
ic in
vest
igat
aion
an
d se
epag
e an
alys
is,
Bis
hop
Prop
erty
Ex-
cava
tion
Proj
ect,
Palm
B
each
Cou
nty,
Flo
rida:
So
uth
Flor
ida
Wat
er
Man
agem
ent D
istri
ct.
10,0
00C
-J fo
r PW
46PB
-180
304
/17/
0711
155–
175
3 (w
ell
con-
fined
)
7.7
1.74
3,00
0Th
eis R
ec fo
r PW
138–
163
(gra
y lim
esto
ne
aqui
fer)
Goo
d fit
for l
ate
time
data
fo
r The
is R
ec; g
ood
fit
for a
ll da
ta fo
r C-J
2 6,0
00C
-J fo
r PW
47PB
-180
404
/09/
0712
38–1
882
723.
560
,000
Thei
s Rec
for P
W47
–95
For T
heis
Rec
-wea
k to
mod
erat
e fit
, but
re
peat
ed in
ear
lier t
est;
C-J,
good
fit f
or a
ll da
ta
exce
pt e
arly
tim
e; c
or-
rect
ion
mad
e fo
r ste
ady
back
grou
nd d
eclin
e2 1
0,00
0C
-J fo
r PW
Tabl
e 1–
9B.
Hydr
aulic
wel
l tes
t res
ults
.—Co
ntin
ued
[Dep
ths a
re in
feet
bel
ow la
nd su
rfac
e. A
ltitu
de o
f lan
d su
rfac
e is
feet
abo
ve N
GV
D 2
9 (n
umbe
rs in
in b
oldf
ace
type
are
est
imat
ed fr
om to
pogr
aphi
c m
ap).
Met
hod
of a
naly
sis:
SC
, spe
cific
cap
acity
; The
is,
Thei
s (19
35) c
onfin
ed a
quife
r; Th
eis R
ec, T
heis
(193
5) re
sidu
al d
raw
dow
n re
cove
ry; B
ouw
er, B
ower
(198
9) a
nd B
ouw
er a
nd R
ice
(197
6) sl
ug te
st; C
-J, C
oope
r and
Jaco
b (1
946)
con
fined
aqu
ifer;
H-J
, Han
tush
an
d Ja
cob
(195
5) le
aky
aqui
fer;
Han
tush
, Han
tush
(196
0) le
aky
aqui
fer.
Oth
er a
nnot
atio
ns: K
, hyd
raul
ic c
ondu
ctiv
ity; M
W, m
onito
ring
wel
l; N
R, n
ot re
porte
d; P
W, p
rodu
ctio
n w
ell;
SFW
MD
, Sou
th F
lorid
a W
ater
Man
agem
ent D
istri
ct; U
SGS,
U.S
. Geo
logi
cal S
urve
y; W
TP, w
ater
trea
tmen
t pla
nt; -
-, no
t app
licab
le]
78 Hydrogeologic and Hydraulic Characterization of the Surficial Aquifer System, and Origin of High Salinity Groundwater
Tabl
e1–
9A, 1
–9B
cros
s re
fere
nce
Prod
uctio
n-w
ell
iden
tifier
Test
da
te
Alti
tude
of
land
su
rfac
e (fe
et)
Dep
th o
f op
en
inte
rval
te
sted
(fe
et)
Perm
eabl
e zo
nes
inte
rpre
ted
to b
e op
en
in P
W
1 (Z1,
Z2,
Z3)
Pum
ping
ra
te
(gal
lons
pe
r m
inut
e)
Leng
th o
f pu
mpi
ng
peri
od
(hou
rs)
or s
tep
test
nu
mbe
r
Spec
ific
capa
city
(g
allo
ns
per m
in-
ute
per
foot
)
Tran
smis
-si
vity
(s
quar
e fe
et p
er
day)
Met
hod
of a
naly
sis
Esti-
mat
ed
dept
hs o
f to
tal
inte
rval
te
sted
(fe
et)
Prob
lem
s an
d co
mm
ents
48PB
-180
505
/25/
0712
40–9
02
and
333
.63.
0312
,000
Thei
s Rec
for P
W38
–73
Thei
s Rec
—ea
rly ti
me
fit,
C-J
—la
te ti
me
fit, w
ell
confi
ned;
wel
l poo
rly
deve
lope
d w
ith h
igh
draw
dow
n (1
7 ft)
2 6,0
00C
-J fo
r PW
49PB
-180
601
/15/
0820
68–1
232
and
320
3.04
2 10,
000
Thei
s Rec
for P
W67
–129
Low
pum
ping
rate
resu
lt-ed
from
hig
h dr
awdo
wn
and
lift
2 4,0
00C
-J fo
r PW
50PB
-180
703
/28/
0819
70–1
402
and
385
3.02
Not
ap
prov
edTh
eis R
ec fo
r PW
68–1
48R
esul
ts o
f tes
t not
ap-
prov
ed b
ecau
se o
f lar
ge
diffe
renc
e in
resu
lts fo
r dr
awdo
wn
and
reco
very
an
alys
es a
nd h
igh
wel
l lo
ss.
Not
ap
prov
edC
-J fo
r PW
51PW
05/2
4/87
1563
–120
319
712
70,0
00G
love
r; Ja
cob
for
MW
s52
S10C
Vario
us
date
s22
.412
.6–3
41
10–1
2N
R3,
900
Bou
wer
for P
Ws
14–4
6U
ses a
vera
ge K
from
test
s of
5 w
ells
in v
icin
ity53
S10C
Vario
us
date
s22
.462
.6–1
01.4
210
–12
NR
12,0
00B
ouw
er fo
r PW
s46
–118
Use
s ave
rage
K fr
om te
sts
of 2
wel
ls in
vic
inity
54TP
W05
/10/
8915
55–1
35M
inor
2, 3
440
6944
,000
H-J
dis
tanc
e
draw
dow
n fo
r M
Ws
55TW
-106
/03/
9912
35–6
52
186
827
,000
Thei
s Rec
for P
W
Tabl
e 1–
9B.
Hydr
aulic
wel
l tes
t res
ults
.—Co
ntin
ued
[Dep
ths a
re in
feet
bel
ow la
nd su
rfac
e. A
ltitu
de o
f lan
d su
rfac
e is
feet
abo
ve N
GV
D 2
9 (n
umbe
rs in
in b
oldf
ace
type
are
est
imat
ed fr
om to
pogr
aphi
c m
ap).
Met
hod
of a
naly
sis:
SC
, spe
cific
cap
acity
; The
is,
Thei
s (19
35) c
onfin
ed a
quife
r; Th
eis R
ec, T
heis
(193
5) re
sidu
al d
raw
dow
n re
cove
ry; B
ouw
er, B
ower
(198
9) a
nd B
ouw
er a
nd R
ice
(197
6) sl
ug te
st; C
-J, C
oope
r and
Jaco
b (1
946)
con
fined
aqu
ifer;
H-J
, Han
tush
an
d Ja
cob
(195
5) le
aky
aqui
fer;
Han
tush
, Han
tush
(196
0) le
aky
aqui
fer.
Oth
er a
nnot
atio
ns: K
, hyd
raul
ic c
ondu
ctiv
ity; M
W, m
onito
ring
wel
l; N
R, n
ot re
porte
d; P
W, p
rodu
ctio
n w
ell;
SFW
MD
, Sou
th F
lorid
a W
ater
Man
agem
ent D
istri
ct; U
SGS,
U.S
. Geo
logi
cal S
urve
y; W
TP, w
ater
trea
tmen
t pla
nt; -
-, no
t app
licab
le]
Appendixes 79
Tabl
e1–
9A, 1
–9B
cros
s re
fere
nce
Prod
uctio
n-w
ell
iden
tifier
Test
da
te
Alti
tude
of
land
su
rfac
e (fe
et)
Dep
th o
f op
en
inte
rval
te
sted
(fe
et)
Perm
eabl
e zo
nes
inte
rpre
ted
to b
e op
en
in P
W
1 (Z1,
Z2,
Z3)
Pum
ping
ra
te
(gal
lons
pe
r m
inut
e)
Leng
th o
f pu
mpi
ng
peri
od
(hou
rs)
or s
tep
test
nu
mbe
r
Spec
ific
capa
city
(g
allo
ns
per m
in-
ute
per
foot
)
Tran
smis
-si
vity
(s
quar
e fe
et p
er
day)
Met
hod
of a
naly
sis
Esti-
mat
ed
dept
hs o
f to
tal
inte
rval
te
sted
(fe
et)
Prob
lem
s an
d co
mm
ents
56TW
-2C
04/2
7/99
1185
–115
279
872
16,0
00Th
iem
(190
6) a
nd
C-J
con
stan
t tim
e (a
vera
ge) f
or
MW
s
85–1
15R
esul
ts fr
om d
iffer
ent
wel
ls v
arie
d gr
eatly
57TW
-308
/04/
9912
50–8
02
and
320
096
27,0
00Th
iem
(190
6) a
nd
C-J
con
stan
t tim
e (a
vera
ge) f
or
MW
s
50–8
0R
ainf
all e
vent
and
bac
k-gr
ound
leve
l cha
nges
du
ring
test
58TW
-306
/10/
9912
50–8
02
and
321
07
30,0
00Th
eis R
ec fo
r PW
59TW
-506
/17/
9912
55–8
53
210
830
,000
Thei
s Rec
for P
W60
7R_T
Q2
07/1
0/80
1750
–90
145
772
47,0
00B
oulto
n (1
963?
)O
nly
late
-tim
e es
timat
es
incl
uded
61B
OC
A_P
W-1
01/1
0/85
1713
5–18
52
1,40
073
28,0
00N
R62
BU
RM
A-
TEST
02/0
3/88
1713
2–16
22
and
321
324
7,00
0Ja
cob
(pro
babl
y C
-J)
63FH
V_W
504
/13/
8317
123–
170
2 an
d 3
1,60
02,
880
170,
000
Han
tush
64H
BW
W-4
10/2
0/78
1785
–105
132
224
.718
,000
NR
Wat
er ta
ble
aqui
fer;
foun
d re
port
65JP
W-1
612
/25/
8217
130–
165
366
8N
R11
,000
Step
dra
wdo
wn
66JU
NO
_PW
-5A
05/1
5/79
1740
–55
1N
R71
.25
25,0
00N
R
67JW
SPW
-13
11/2
9/78
1713
6–20
0M
inor
2, 3
568
248,
000
Bou
lton
(196
3?)
Foun
d re
port
68LM
_PW
-307
/29/
8217
85–1
551,
min
or 2
600
NR
40,0
00Th
eis R
ec69
LSL_
B-3
08/2
0/85
1770
–120
244
624
61,0
00N
RFo
und
repo
rt70
LTC
_PW
-303
/10/
8017
144–
159
215
53.
173,
700
Bou
lton
(196
3?)
Rep
orte
d va
lue
in d
is-
agre
emen
t with
val
ues
for t
he 3
MW
s. U
sed
valu
e re
pres
enta
tive
of
the
3 M
Ws.
Tabl
e 1–
9B.
Hydr
aulic
wel
l tes
t res
ults
.—Co
ntin
ued
[Dep
ths a
re in
feet
bel
ow la
nd su
rfac
e. A
ltitu
de o
f lan
d su
rfac
e is
feet
abo
ve N
GV
D 2
9 (n
umbe
rs in
in b
oldf
ace
type
are
est
imat
ed fr
om to
pogr
aphi
c m
ap).
Met
hod
of a
naly
sis:
SC
, spe
cific
cap
acity
; The
is,
Thei
s (19
35) c
onfin
ed a
quife
r; Th
eis R
ec, T
heis
(193
5) re
sidu
al d
raw
dow
n re
cove
ry; B
ouw
er, B
ower
(198
9) a
nd B
ouw
er a
nd R
ice
(197
6) sl
ug te
st; C
-J, C
oope
r and
Jaco
b (1
946)
con
fined
aqu
ifer;
H-J
, Han
tush
an
d Ja
cob
(195
5) le
aky
aqui
fer;
Han
tush
, Han
tush
(196
0) le
aky
aqui
fer.
Oth
er a
nnot
atio
ns: K
, hyd
raul
ic c
ondu
ctiv
ity; M
W, m
onito
ring
wel
l; N
R, n
ot re
porte
d; P
W, p
rodu
ctio
n w
ell;
SFW
MD
, Sou
th F
lorid
a W
ater
Man
agem
ent D
istri
ct; U
SGS,
U.S
. Geo
logi
cal S
urve
y; W
TP, w
ater
trea
tmen
t pla
nt; -
-, no
t app
licab
le]
80 Hydrogeologic and Hydraulic Characterization of the Surficial Aquifer System, and Origin of High Salinity Groundwater
Tabl
e1–
9A, 1
–9B
cros
s re
fere
nce
Prod
uctio
n-w
ell
iden
tifier
Test
da
te
Alti
tude
of
land
su
rfac
e (fe
et)
Dep
th o
f op
en
inte
rval
te
sted
(fe
et)
Perm
eabl
e zo
nes
inte
rpre
ted
to b
e op
en
in P
W
1 (Z1,
Z2,
Z3)
Pum
ping
ra
te
(gal
lons
pe
r m
inut
e)
Leng
th o
f pu
mpi
ng
peri
od
(hou
rs)
or s
tep
test
nu
mbe
r
Spec
ific
capa
city
(g
allo
ns
per m
in-
ute
per
foot
)
Tran
smis
-si
vity
(s
quar
e fe
et p
er
day)
Met
hod
of a
naly
sis
Esti-
mat
ed
dept
hs o
f to
tal
inte
rval
te
sted
(fe
et)
Prob
lem
s an
d co
mm
ents
71M
ORI
_PW
-1A
03/2
3/87
1711
6–18
52
890
7470
,000
C-J
72PB
CE-
211
/01/
8617
140–
170
375
0.5
5,00
0C
-J73
PBC
E-3
11/0
1/86
1750
–80
212
00.
54,
000
C-J
74PB
CW
W_
TW-1
01/0
1/79
1780
–120
21,
450
7218
0,00
0N
R
75PB
LL-P
W1
05/0
1/87
1694
–120
21,
000
7247
,000
C-J
Early
tim
e (1
0 m
in) fi
t on
ly76
PBM
T_PW
-108
/03/
8717
40–2
501,
2, a
nd 3
189
7227
,000
77PB
POC
_PW
12/2
5/81
1774
–94
2, m
inor
3(
?)22
524
13,0
00N
eum
an p
artia
l pe
netra
tion
(pro
babl
y N
eu-
man
(197
4))
78R
IVB
EN-3
11/0
1/86
1714
0–17
03
750.
57,
000
Jaco
b (p
roba
bly
C-J
)79
RI_
PW-8
5112
/25/
8517
70–1
302
1,38
04.
4210
0,00
0Ti
me-
draw
dow
nM
etho
d no
t rep
orte
d, b
ut
a le
akan
ce v
alue
was
re
porte
d, in
dica
ting
a le
aky
aqui
fer s
olut
ion
80SE
M_P
W-1
11/0
4/83
1710
0–12
01
1,00
02.
8735
,000
Han
tush
and
C-J
81SS
H_P
W-1
08/0
9/87
1750
–91
292
44.2
3,50
0N
eum
an (1
972)
82W
PB_P
W-1
06/1
0/82
171 M
inor
indi
cate
s onl
y pa
rt of
zon
e is
ope
n or
thic
knes
s of z
one
is m
inor
com
pare
d to
thic
knes
s of o
ther
zon
e(s)
.2 A
ppro
ved
valu
e fo
r USG
S te
st.
3 Use
s a fa
ctor
of 2
00 to
com
pute
tran
smis
sivi
ty fr
om sp
ecifi
c ca
paci
ty.
Tabl
e 1–
9B.
Hydr
aulic
wel
l tes
t res
ults
.—Co
ntin
ued
[Dep
ths a
re in
feet
bel
ow la
nd su
rfac
e. A
ltitu
de o
f lan
d su
rfac
e is
feet
abo
ve N
GV
D 2
9 (n
umbe
rs in
in b
oldf
ace
type
are
est
imat
ed fr
om to
pogr
aphi
c m
ap).
Met
hod
of a
naly
sis:
SC
, spe
cific
cap
acity
; The
is,
Thei
s (19
35) c
onfin
ed a
quife
r; Th
eis R
ec, T
heis
(193
5) re
sidu
al d
raw
dow
n re
cove
ry; B
ouw
er, B
ower
(198
9) a
nd B
ouw
er a
nd R
ice
(197
6) sl
ug te
st; C
-J, C
oope
r and
Jaco
b (1
946)
con
fined
aqu
ifer;
H-J
, Han
tush
an
d Ja
cob
(195
5) le
aky
aqui
fer;
Han
tush
, Han
tush
(196
0) le
aky
aqui
fer.
Oth
er a
nnot
atio
ns: K
, hyd
raul
ic c
ondu
ctiv
ity; M
W, m
onito
ring
wel
l; N
R, n
ot re
porte
d; P
W, p
rodu
ctio
n w
ell;
SFW
MD
, Sou
th F
lorid
a W
ater
Man
agem
ent D
istri
ct; U
SGS,
U.S
. Geo
logi
cal S
urve
y; W
TP, w
ater
trea
tmen
t pla
nt; -
-, no
t app
licab
le]
Appendixes 81
Table 1–9C. Sources and references for hydraulic well tests
[Hydraulic well test information provided in tables 1–9A and 1–9B]
Citatlion number
Source or reference
1a Tests run in previous USGS study; Reese, R.S., and Cunningham, K.J., 2000, Hydrogeology of the gray limestone aquifer in souhern Florida: U.S. Geological Survey Water-Resources Investigations Report 99–4213, 244 p.
1b Tests run in previous USGS study; Fish, J.E., 1988, Hydrogeology, aquifer characteristics, and ground-water flow of the surficial aquifer system, Broward County, Florida: U.S. Geological Survey Water-Resources Investigations Report 87–4034, 92 p.
1c Tests run in previous USGS study; Klein, Howard, Schroeder, M.C., and Lichtler, W.F., 1964, Geology and ground-water resources of Glades and Hendry Counties, Florida: Florida Geological Survey Report of Investigations 37, 101 p.
1d Tests run in previous USGS study; Fischer, J.N., Jr., 1980, Evaluation of a cavity-riddled zone of the shallow aquifer near Riviera Beach, Palm Beach County, Florida: U.S. Geological Survey Water-Resources Investigations Report 80–60, 39 p.
1e Tests run in previous USGS study; unpublished by the USGS, test approved by internal memo dated 4/8/1988.1f Tests run in previous USGS study; Swayze, L.J., and Miller, W.L., 1984, Hydrogeology of a zone of secondary perme-
ability in the surficial aquifer of eastern Palm Beach County, Florida: U.S. Geological Survey Water-Resources Investiga-tions Report 83–4249, 39 p.
2 Tests done in this study3 Tests run in previous USGS study; Harvey, J.W., Krupa, S.L., Gefvert, Cynthia, and others, 2000, Interaction between
ground water and surface water in the northern Everglades and relation to water budget and mercury cycling: study meth-ods and appendixes: U.S. Geological Survey Open-File Report 00–168, 411 p.and Harvey, J.W., Krupa, S.L., Gefvert, Cynthia, and others, 2002, Interactions between surface water and ground water and effects on mercury transposrt in the north-central Everglades: U.S. Geological Survey Water-Resources Investigations Report 02–4050, 82 p.
4 Data from SFWMD DBHYDRO database; production well identifier is station name.5 Montgomery Watson, 1999, Final report on Site 1 detailed analysis: SFWMD Contract No. C-9765, submittal memo on
9–22–1999, 20 p. and appendixes.6 Montgomery Watson Americas, Inc., 1999, Stormwater Treatment Area No. 3 and 4, field investigations and seepage
analysis report: SFWMD contract, 48 p. and appendixes.7 Murray-Milleson, Inc., 1987, Hydrogeologic study for the Seminole Tribe of Florida, 15 p. and appendix.8 Murray-Milleson, Inc., 1989, Hydrogeologic study of Miccosukee Indian Reservation in Broward County, Florida, 27 p.
and appendix.9 Smith, K.R. and Adams, K.M., 1988, Ground water resource assessment of Hendry County, Florida: South Florida Water
Management District Technical Publication 88–12: 109 p. and appendixes.10 Repeat tests run by SFWMD.
82 Hydrogeologic and Hydraulic Characterization of the Surficial Aquifer System, and Origin of High Salinity GroundwaterTa
ble
1–10
. W
ater
-qua
lity
data
col
lect
ed in
this
stu
dy.
[All
dept
hs a
re b
elow
land
surf
ace,
in fe
et. A
bbre
viat
ions
: deg
, deg
rees
; NM
, not
mea
sure
d; m
g/L,
mill
igra
ms p
er li
ter;
µg/l,
mic
rogr
ams p
er li
ter;
wf,
wat
er fi
ltere
d; w
u, w
ater
unfi
ltere
d; R
OE,
resi
due
on
evap
orat
ion]
USG
S lo
cal
wel
lna
me
Dat
e(m
m/d
d/yy
yy)
Tim
e(h
hmm
)
Dep
th o
f op
enin
terv
al(fe
et)
Zone
op
en
Spec
ific
cond
uc-
tanc
eat
25
deg
C (µ
S/cm
)
Wat
er
tem
per-
atur
e,(d
eg C
)
Resi
due
ROE
at 1
80
deg
C,w
f (m
g/L)
Chlo
ride
,w
f(m
g/L)
Sulfa
te,
wf
(mg/
L)
Calc
ium
,w
f(m
g/L)
Stro
n-tiu
m,
wf
(µg/
L)
H-2
/H-1
, w
u(p
er m
il)
O-1
8/O
-16,
w
u (p
er m
il)
Sr-8
7/Sr
-86,
wf
ratio
Bor
on,
wf
(µg/
L)
Bor
on-1
1/B
oron
-10
(per
mil)
PB-7
1505
/23/
0615
2972
-81
276
4N
M47
138
3.31
121
1,05
213
.82.
450.
7091
020
NM
PB-8
3005
/23/
0613
5512
0–12
9B
elow
35,
130
NM
3,03
01,
250
277
174
2,10
05.
20.
540.
7090
250
832
.3PB
-880
06/1
5/06
1123
90–1
173
949
25.1
593
46.5
25.9
111
1,16
59.
01.
370.
7091
067
NM
PB-1
097
05/2
3/06
1030
80–8
32
923
NM
552
81.3
1.95
124
2,07
8-0
.9-0
.89
0.70
905
20N
MPB
-110
705
/23/
0611
1995
–103
283
7N
M52
180
.711
.110
51,
350
2.4
0.01
0.70
920
18N
MPB
-154
505
/18/
0611
1967
–153
2 an
d 3
668
NM
409
437.
2910
61,
838
2.6
0.16
0.70
913
10N
MPB
-154
705
/24/
0610
5175
–112
2 an
d 3
1,04
0N
M62
916
07.
0111
41,
071
1.8
-0.1
10.
7091
120
NM
PB-1
608
05/2
4/06
1157
50–1
452
and
35,
770
NM
3,51
01,
340
386
271
2,84
63.
50.
140.
7091
732
933
.0PB
-176
106
/06/
0615
080–
111
1 an
d 2
1,37
024
.277
820
648
.781
.61,
800
5.2
1.18
NM
NM
NM
PB-1
785
05/3
0/06
1132
166–
174
Bel
ow 3
7,46
0N
M3,
570
1,67
014
799
.43,
155
7.3
0.84
0.70
901
630
24.0
PB-1
786
06/0
1/06
1334
170–
180
Bel
ow 3
12,3
00N
M8,
330
3,13
01,
790
491
5,55
75.
50.
250.
7090
31,
130
33.8
PB-1
787
06/0
1/06
1440
176–
187
Bel
ow 3
10,5
0024
.76,
030
2,99
033
893
.82,
412
5.6
0.52
0.70
899
1,16
229
.0PB
-178
906
/01/
0610
5764
–74
21,
500
25.5
868
186
20.8
86.7
3,43
84.
70.
290.
7090
111
4N
MPB
-179
006
/01/
0611
4255
–65
21,
110
25.8
676
119
56.6
81.4
2,74
07.
00.
730.
7090
742
NM
PB-1
794
06/0
2/06
1231
99–1
013
16,8
0024
.810
,400
4,73
083
879
2,31
812
.01.
650.
7090
71,
205
36.5
PB-1
797
06/0
2/06
1124
176–
191
Bel
ow 3
29,7
00N
M19
,200
9,53
01,
540
269
5,58
813
.21.
80.
7089
42,
640
32.6
PB-1
798
06/0
2/06
1148
98–1
003
1,31
025
.380
817
875
93.1
2,97
09.
41.
250.
7090
798
NM
PB-1
801
06/0
6/06
1217
85–1
052
1,48
024
.686
418
524
.613
43,
211
4.8
0.38
0.70
909
73N
MPB
-180
206
/06/
0612
3620
–30
11,
060
25.1
638
114
9.06
98.2
2,62
01.
4-0
.15
0.70
906
32N
M
