RECORDS OF SELECTED WELLS AND LITHOLOGIC LOGS OF
TEST HOLES, HENDRY COUNTY AND ADJACENT AREAS, FLORIDA
By John E. Fish, Carmen R. Causaras, and T. H. O'Donnell
U.S. GEOLOGICAL SURVEY
Open-File Report 83-134
Prepared in cooperation with the
BOARD OF COMMISSIONERS OF HENDRY COUNTYand the
SOUTH FLORIDA WATER MANAGEMENT DISTRICT
Tallahassee, Florida 1983
UNITED STATES DEPARTMENT OF THE INTERIOR
JAMES G. WATT, Secretary
GEOLOGICAL SURVEY
Dallas L. Peck, Director
For additional information write to:
District ChiefU.S. Geological SurveySuite F-240325 John Knox RoadTallahassee, Florida 32303
Co Dies of this report can purchased from:
Open-File Services Section U.S. Geological Survey Box 25425, Federal Center Denver, Colorado 80225 (Telephone: (303) 234-5888)
CONTENTS
Page
Abstract 1Introduction 1Records of wells and test holes 1Lithologic logs 2References 2
ILLUSTRATIONS
Figure 1. Map showing location of inventoried wells andtest holes, Hendry County and adjacent areas 3
2. Inset A from figure 1 5
3. Inset B from figure 1 7
4. Inset C from figure 1 8
5. Map showing location of test holes in HendryCounty and adjacent areas 9
TABLES
Table 1. Records of selected wells and test holes in HendryCounty and adjacent areas 10
2. Lithologic logs of test holes 72
III
ABBREVIATIONS AND CONVERSION FACTORSFactors for converting inch-pound units to International
System (SI) of metric units and abbreviation of units
Multiply By To obtain
inch (in.) 2.54 centimeter (cm)foot (ft) 0.3048 meter (m)
IV
RECORDS OF SELECTED WELLS AND LITHOLOGIC LOGS OF
TEST HOLES, HENDRY COUNTY AND ADJACENT AREAS, FLORIDA
By John E. Fish, Carmen R. Causaras, and T. H. O'Donnell
ABSTRACT
To provide water-resource information for Hendry County, Florida, geologic test holes were drilled in the surficial aquifer, and an extensive inventory was compiled of wells in the surficial aquifer and deep artesian aquifers. This report provides: (1) records for 788 selected wells and test holes including location, construction, water use, water level, chloride concentration, spe cific conductance, temperature, yield, hydrogen sulfide, and iron- staining problems; and (2) lithologic logs for 26 test holes rang ing in depth from 90 to 650 feet. A few inventoried wells and two test holes are in adjacent parts of Collier or Glades Counties.
INTRODUCTION
During the past decade, Hendry County, Florida, has experi enced a rapid growth in population and an increase in agricultural production. These have caused concern over the effects of present water use on the water resource and the adequacy of the supply to meet anticipated demands. As a result, the U.S. Geological Survey, in cooperation with Hendry County and the South Florida Water Man agement District, began an investigation in 1975 to provide infor mation needed for the development and management of the water re source.
This report presents new and historic well-construction, wa ter-level, and water-use data, and partial water-quality analyses obtained from an inventory of 788 wells and test holes in the sur ficial aquifer or deep artesian aquifers, and gives lithologic logs for 26 test holes drilled primarily in the surficial aquifer. In cluded also are data for a few inventoried wells and two test holes in adjacent areas of Collier County or Glades County.
RECORDS OF WELLS AND TEST HOLES
Records of 788 wells and test holes selected from a recent inventory and from an earlier inventory by Klein and others (1964) are listed in table 1; locations are shown in figures 1-4. Infor mation includes well identification and location, well construc tion, data on water levels and partial water analyses, water use or
well use, and remarks. Some information from the earlier inventory, namely the owner and present condition or use of the well,may have changed. Well and casing depths generally are those reported by the owners, although measurements were made for some wells. Supplementary information in the remarks column includes observations of hydrogen sulfide (I^S), iron (Fe) staining prob lems, yield of the well, and other information about the well or water.
Each well is identified by a local number, HE-501 for example, composed of a one or two-letter abbreviation [of the county and a sequence number in the order that the well was inventoried. The abbreviations for Hendry, Glades, and Collier Counties are "He", "Gl", and "C", respectively.
LITHOLOGIC LOGS
Lithologic logs describing geologic samples (well cuttings)recovered from recent test drilling in Hendr)parts of Collier and Glades Counties are given in table 2. Twenty-five of the test wells ranged in depth from S additional log is for the upper 650 feet of (He-519). Locations are shown in figure 5.
County and adjacent
0 to 465 feet; the deep oil test well
The geologic samples were examined under a binocular micro scope to assist identifying and describing the material. Dilute hydrochloric acid was applied to part of the samples to estimate the relative proportions of carbonate and noncarbonate minerals. The names given samples composed predominantly of noncarbonate min erals follow standard grain size terminology (such as sand, silt, clay). The primary name given samples composed predominantly of calcite is limestone; in addition, a more detailed name is given, based on a classification by Folk (1962). Other information in cludes secondary constituents, color indicated by chart number in parenthesis based on the Rock Color Chart byJGoddard and others (1948), and consolidation of the sample. Additional lithologic logs for Hendry County are given in Klein and others (1964).
REFERENCES
Folk, R. L., 1962, Spectral subdivision of limestone types, in Ham,W. E., ed., Classification of carbonate rocks - a symposium:The American Association of Petroleum Geologists Memoir One, p. 62-84.
Goddard, E. N., Chairman, and others, 1948, Rock-color chart:National Research Council; reprinted by Geological Society of America, 1951, 1963, 1970, 10 p.
Klein, Howard, Schroeder, M. C., and Lichtle and ground-water resources of Glades and Florida: Florida Geological Survey Report no. 37, 132 p.
, W. F., 1964, Geology Hendry Counties,
of Investigations
8I«30
28-43'
667
29'|-
20'I-
26-19' 81-39' 19' 10'
Figure 1. Location of inven Hendry County and
05 Cu rt
O
H-
ro n>
3
CX.
rtS
CD ro § Cu
CO
LL
IER
.C
OU
NT
Y
T 4
7 S
T43 S
GLADES COUNTY HENDRY "COUNTY
HENDRY COUNTY GLADE! COUNTY
T43 S
503
' '0
496a 1
39
50
5«
*5
04
469* 0
47
0
1470
5060
T
l43
__
*
499
131
0494
se"6
843
2 15
9 4
67
I*."
61 BE
LL
E
LA
B
EL
LE
C
ITY
B
OJJN
DA
RY
____ J
26°4
5'
26°4
5'
8I°2
7'R
29
E8I
°25'
I M
ILE
j
I K
ILO
ME
TE
R,4
28
EX
PL
AN
AT
ION
WE
LL
A
ND
N
UM
BE
R
Fig
ure
2
. In
set
A fr
om fi
gure
1.
GLA
DE
S
CO
HEN
DR
Y C
O
C4L
OO
SAH
4TC
HE
E
ff/V
Eff
EX
PLA
NA
TIO
N 7
89W
EL
L
LO
CA
TIO
N
AN
D
NU
MB
ER
0 1
0
1 2
1 1
I 1
1 1
1234
3 M
ILE
SI
KIL
OM
ET
ER
S
oo
era (D
-> CO
(D
rt n era
26
° 4
5'
R 33
ER
34
E
EX
PLA
NA
TIO
N 2
23W
EL
L
LO
CA
TIO
N
AN
D
NU
MB
ER
~
CL
EW
IST
ON
C
ITY
B
OU
ND
AR
Y
01
23
M
ILE
S
_____I_
______I_
______I
04
KIL
OM
ET
ER
S
26°45'
30'
26° 15'
81*30'
I LA BELLE
15' 8i°oo'
.632 GEOLOGIC TEST HOLE AND NUMBER
|__ HENDRY CO____ ____ ____ ____ _ ___.HENDRY CO COLLIE R~CO
Figure 5. Location of test holes in Hendry County and adjacent areas.
Table
1. Records of se
lect
ed w
ells
an
d test ho
les
in H
endry County an
d ad
jace
nt ar
eas
[Wat
er qualit
y:
chlo
ride
co
ncen
trat
ion
in m
illigrams
per
lite
r; specific conductance
in micromhos
per
cent
imet
er at 25°C;
temp
erat
ure
in °C
]
[Wat
er or
we
ll us
e:
D, domestic;
In,
industrial;
Ir,
irrigation;
N, none;
0, observation; P,
public supply;
S, stock; T,
test ho
le]
[Rem
arks
: Fe,
iron
in wa
ter;
H2S
, hy
drog
en su
lfid
e odor;
gal/
min,
yi
eld
of we
ll in ga
llon
s pe
r minute with available
pump
;fl
ows,
ga
l/mi
n, indicates
flow
ing
artesian w
ell
with yi
eld]
j Casing
Jj
Water
leve
l I
| Water
qual
ity
He-1
1 43
28
Co
llie
r Co
rp.
He-2
4
43
29
Lowe
ry
He-3
12
48
33
U.S.
Ge
olog
ical
Survey
He-4
20
43
33
Defe
nse
Plant
Corp.
He-5
22
44
32
U.S.
Geological Su
rvey
He-6
8
43
34
U.S. Su
gar
Corp
.
He-7
36
43
34
U.S. Su
gar
Corp.
He-8
9
43
34
U.S. Su
gar
Corp.
He-9
20
43
33
Defe
nse
Plant
Corp
.
600
650 10 112 6
110 70
119
1,039
3 6 6 12
1.25
4 2 6 6
200 8
107 4 70
115
949
-1-22.0
02/21/34
200
+34.
0 02/02/34
490
100
140 78 23 10 84
1,43
01,
480
25.0
02
/21/
34
Ir
27.0
04/3
0/53
D
10/1
4/58
0
25.0
04/1
3/78
26.0
04/2
3/43
Ir
336
12/1
0/53
0
02/2
2/78
24.0
P
23.0
D
04/0
7/53
D
01/0
5/43
D
03/2
6/52
H2S 180
gal/
min
Repl
aces
original He
-5
H2S
H2S
Table 1. Records of
selected wells and
test holes in Hendry County an
d adjacent areas Continued
Casi
ng
JJ
Water
level
J I
Wate
r qu
alit
y I
He-10
16
43
34
U.S.
Su
gar
Corp.
He-1
1 23
43
34
Nail
He-12
17
43
34
U.S.
Su
gar
Corp
.
He-13
12
43
33
G. H.
Cox
He-14
20
43
33
Defense Plant
Corp.
He-1
5 13
43
32
E. Hendry
^fe-i6 ±6 43~ ̂4
U.S.
Sugar Corp.
He-17
4 43
29
Hall
He-18
21
43
34
U.S.
Su
gar
Corp.
He-19
12
48
33
U.S. Indian Service
He-2
0 34
43
32
Soil
Conservation Se
rvic
e
He-21
22
45
32
Soil Conservation Se
rvic
e
He-4
4 9
47
32
B. Roberts
88 55
105
2 83
1.50
3 100
34
2
315
10
130
2
±14 T
601
6
110
6
80
2
50
4
46
4
750
6
305
105
110 48 26
356
+36.
5 Spring
1951
64
135
113
896
112
1,12
010
4 1,160
280 28
480
2,300
490
2,23
0530
2,390
101 59 47
910
838
823
25.0
09/23/41
D
04/10/53
D
04/20/33
S 24
.0
09/24/41
04/08/53
02/02/77
24.0
D
04/24/43
P
25.0
05/08/53
D
~2
T7
00
9/2
5/4
1
D
27.0
03/22/48
D27
.0
04/30/53
26.5
06/16/75
In
01/30/53
D
26.0
06/16/42
T
24.0
06/17/42
T
28.0
05/13/58
S
H2S
H2S
90 gal/min
H2S, fo
rmer
supply fo
r Labelle
Collapsed
Collapsed
Flows, 48
5 gal/min
Tabl
e 1. Records of selected we
lls
and
test
ho
les
in Hendry Co
unty
an
d adjacent areas Continued
He-4
6 22
43
32
Earl He
ndry
Cattle Co.
He-47
5 47
31
W. H. Willis
He-4
8 6
47
31
R. Mi
ller
He-4
9 6
47
31
W. H. Willis
He-5
0 33
45
29
H. Ta
ylor
He-5
1 27
45
29
N. We
athe
rsbe
e
He-5
2 35
45
29
R. To
wnse
nd
He-5
3 22
45
29
W. S. Sh
oult
y
He-5
4 16
44
29
R. Dana
He-5
5 15
44
29
R. Da
na
1,465
6+34.6
10/1
5/52
60 72 41 40 68 42 100
6 6 6 2 6 1.5
0
1.5
0
6
He-
565
45
29
H.
B.
Tow
nsen
d
115 40
1.5
0
65
+ 3.
1C
40
+22
.7
930
10
/15
/52
S
3,8
40
28.0
05/0
7/5
3P
lugged
at
1,1
00 fe
et
40
08/13/52
08/13/52
08/12/56
95 62 50
1,05
0 1,120 24 19
08/1
3/52
08/13/52
08/13/52
28.0
08
/13/
52
28.5
01
/24/
76
26.0
08
/13/
52
08/13/52
Ir Ir Ir D N D D
+26.8
08/14/52
1,39
0+27.0
05/21/58
1,430
+22.
6 04/27/77
1,27
0
08/1
4/52
S
05/21/58
28.0
10
/07/
751,
370
5,00
0 28
.5
04/27/77
300
310 27
08/1
4/52
D
10/03/75
08/1
4/52
D
330
gal/
min
Flows, 20 ga
l/mi
n H2
S
Flows, 95 ga
l/mi
n H2S H2S
; in 1975 owner
repo
rts
many ir
riga
tion
we
lls
115-150
feet deep
Table
1. Records of
se
lect
ed we
lls
and
test
ho
les
in H
endry
Coun
ty a
nd adjacent areas Continued
He-6
3 32
42
29
N. To
wnse
nd
He-6
4 32
42
29
A. Wo
mble
He-6
5 32
42
29
C. A. Gr
een
He-6
6 32
42
29
L. B.
Tillet
He-6
7 32
42
29
W. A. Ge
rstm
an
1 H. W. H. M. L. N. KI
S. To
wnse
nd
A. To
wnse
nd
B. To
wnse
nd
N. Ta
ylor
A. Willis
Coll
ins
IT
r 35 55 42 995 90 123
i_m__ rn
__ re __ 3 i_n_
1.25
51
35
1.25
98
1.25
31
+19.
1 12
/02/
52
1,01
0 +1
9.7
05/2
6/58
1,
000
1.50
55
54
1.25
95
62
rr
i r
i i
08/14/52
620
04/19/77
08/1
4/52
08/14/52
28.0
08
/14/
52
05/2
6/58
08/14/52
761
25.0
11/24/53
12/02/52
1 i
i
D D H2S
D D D D
320
1,750
28.0
04
/12/
77
1,80
0 28
.0
11/17/78
30 72 115
1.25
2 2
62
24 39
107
132
705
40
12/02/52
D
12/02/52
D
12/03/52
D 09/01/59
04/13/77
90
0.75
3012
/03/
52
DFe
Tabl
e 1. Records of
selected we
lls
and
test holes
in Hendry
Coun
ty and
adja
cent
areas Continued
Water
leve
l 1
I Water
qual
ity
J
He-6
8 32
42
29
W. Ha
mpto
n
He-6
9 32
42
29
J. De
ese
He-71
4 43
28
C.
Li
ckto
n
He-72
4 43
28
C. Li
ckto
n
He-7
3 4
43
28
C. Li
ckto
n
He-74
4 43
28
C. Li
ckto
n
He-7
5 20
43
28
A. Dyess
He-7
6 16
43
28
F.
Ni
ciol
s
He-7
7 16
43
28
B. Wo
lf
He-7
8 8
43
28
T. Wa
tson
75
1.25
25
1.25
300
6
715
6
700
6
820
6
125
1.50
4 10
28
1.50
+ 6.3
05/28/58
+15.5
05/28/58
+ 2.7
05/28/58
+ 2.5
05/28/58
+ 5.
0 05/28/58
+ 6.
1 12
/03/
52
61 26 220
230
730
750
800
600
540
440
600
620
660
910
250
570
24.0
12
/03/
52
D 09/01/59
24.0
12
/03/
52
D 24
.0
05/2
8/58
25.0
12
/02/
52
S28
.0
05/2
8/58
28.0
12/02/75
27.0
05/2
8/58
S
29.0
05/28/58
N
12/03/58
D
24.0
12
/03/
52
N 05
/28/
58
12/02/75
29.0
12
/03/
52
N
21.0
12
/03/
52
D 05/28/58
H2S, fl
ows,
30 gal/min
20 ga
l/mi
n
Flow
s
Destroyed
Flow
s
Flow
s, H2
S
Flow
s, 10
0 ga
l/mi
n,
H2S
Tabl
e 1. Records of
se
lect
ed w
ells
and
test ho
les
in Hendry
Coun
ty and
adjacent areas Continued
He-7
9 9
43
28
La Belle
Dair
y
He-80
3 43
28
De
naud
Ce
mete
ry
He-81
10
43
28
Denaud Ce
mete
ry
He-82
3 43
28
Dena
ud Ce
mete
ry
He-8
3 10
43
28
E.
C. Mills
He-8
4 16
43
28
F. Ni
ciol
s
He-8
5 1
43
28
H. Parkerson
He-8
6 1
43
28
D. C. To
wnse
nd
He-8
7 5
43
29
E. A. Br
unga
rd
He-8
8 6
43
29
J. Ma
tuci
ak
85
1.50
250
2
750
6
16
2 6
+ 0.
5 05/27/58
193
210 96 133
27.0
12
/03/
52
D 12/02/75
24.0
12
/03/
52
Ir
25.0
05
/27/
58
540
+ 3.
1 08/09/56
1,06
0 12/03/52
N1,160
08/0
9/56
1,17
0 4,440
26.5
04/19/75
4 1.50
90
2
700
6
+7.5
12/03/52
+24.0
05/27/58
1,05
01,
100
1,14
0
Ir
29.0
12
/03/
52
Ir
28.0
05
/27/
58
04
/13/
77
+ 7.
5 12
/02/
52
1,02
0 26
.0
12/02/52
N3,910
26.0
05
/01/
53
1,06
0 42 470
490
480
2,34
0
26.0
12
/03/
52
N
26.0
12/03/52
D
12/15/52
D
27.0
12/03/52
D 04
/12/
77
H2S
Flows, 2
gal/
min,
H2
S
1 ga
l/mi
n, apparently
bloc
ked
Flows, 150
gal/
min,
H2
S
H2S
, fo
rmer
ly 100
gal/
min
flow
ing
irri
gation we
ll
Flows, H2S
H2S
, do
es not
flow
Table 1. Records of se
lect
ed w
ells
and
test
holes
in H
endry
Coun
ty and
adja
cent
areas Continued
He-8
9 27
43
28
H. H. Ranch
He-
90
32
42
29
R.
Dee
se
He-91
32
42
29
P. Re
nnol
ds
He-9
2 32
42
29
G. M. Wa
tson
He-9
3 32
42
29
B. D. Curry
He-9
4 32
42
29
S. L. Fa
rabe
e
He-9
5 32
42
29
J. Orr
He-9
6 32
42
29
C. Barnes
He-9
7 32
42
29
G. R. Cason
He-1
00
32
42
29
L. J. No
bles
He-1
03
32
42
29
T. M.
Po
llar
d
1,53
6 6
30
1.25
+34.
9 12/04/52
1,270
+35.
1 05/27/58
1,39
01,
310
4,590
85 390 65 65 22 45 69 82
2 3 31
0 +
18.6
1.2
5
1.2
5
1.2
5
1.2
5
45
1.2
5
55
2
29.0
12
/04/
52
S 30
.0
05/2
7/58
19
77
250
gal/
min
12/0
3/52
117
105 45 91
120
200 65 58 27 43 280
280
290
26.0
12/0
3/52
09
/01/
59
640
04/12/77
26.0
12/0
3/52
1,
080
04/13/77
09/0
1/59
09/0
1/59
09/0
1/59
12/03/52
24.0
12/0
3/52
12/0
3/52
09
/03/
59
1,62
0 04/12/77
D D D,S
D D D D D D
HoS
117
70210
26.0
12/03/52
D,S
Flow
s, H2
S
Tabl
e 1. Records of selected we
lls
and
test holes
in Hendry
Coun
ty an
d ad
jace
nt areas Continued
j Casingj|
Wate
r level
| |
Water
qual
ity
|
S?
* y A
He-104
32
42
29
G. Mi
ms
He-1
05
32
42
29
B. Cr
oss
He-1
06
32
42
29
J. D. Mc
Leod
He-107
32
42
29
W. Ha
mpto
n
He-1
08
32
42
29
S. J. Ri
dgdi
ll
TleXmr ~27 43 2^ H.
ft. Ranch
He-1
11
28
43
28
H. H.
Ranch
He-1
12
30
43
28
C. A. Mu
rphy
He-1
13
30
43
28
C. A. Mu
rphy
80
2
95
1.25
664
6
800
4
208
2
^800-
6
122
1.50
45
1.50
750
10
470
+31.
5 12
/03/
52
340
370
+32.1
12/0
4/52
33
0 34
0 20
0 38
+Z
9.2
Mj 0
4/5
2
1,2
60
+3
3.0
0
5/2
4/5
8
1,3
30
910
+ 7.
5 05/27/58
670
690
+37.5
05/27/58
710
1,950
D
26.0
12
/03/
52
D
28.0
12/03/52
D 04/07/77
27.0
12/04/52
S09
/01/
59
1,490
04/0
7/77
26.0
12
/04/
52
D
_28.0
12/04/52
Ir
05/2
7/58
12/0
4/52
D
26.0
12/0
4/52
D,S
05/2
7/58
29.0
05
/27/
58
Ir
H2S
H2S
H2S H2S
Flows, 360
gal/min, H2
S
H2S Flow
s, 20 gal/min, H2
S
Flow
ed,
560
gal/
min;
pl
ugge
d in
1963 al
ong
with
other
deep we
lls
He-1
14
29
43
28
R. Royer
60
1.50
630
12/0
4/52
D
H2S
Table
1. Records of
selected wells and
test
holes
in Hendry County and
adjacent areas Continued
leve
l |
| Wa
ter
quality
He-115
28
43
28
E. A.
Brungard
He-116
29
43
28
G. Jeffords
He-117
23
43
28
H. E.
Murray
He-118
18
43
29
R. Me
sser
He-119
10
43
28
C. Su
mmer
all
He-120
15
43
28
B. Po
or
He-1
21
1 45
29
Atlantic Coastline
Railroad
He-1
22
8 43
29
J. Ma
ddox
He-123
5 43
29
La Belle
Scho
ol
He-1
24
26
45
29
C. Polk
He-1
25
7 43
29
T. Crawford
800
5
700
6
12
6
133
1.50
137
1.50
26
1.50
700
6
28
8
900
6
50
3
23
1.50
+38.8
05/27/58
960
12/04/52
Ir1,
120
29.0
05/27/58
910
3,45
0 27.5
03/17/77
+29.8
05/27/58
1,320
4,600
30.0
12/04/52
N1,
350
05/27/58
1,30
0 4,400
29.5
03/07/75
1,300
4,600
29.5
03/17/77
10
66 280
250 19
+26.
5 05/14/58
1,090
1,23
0
210 97
26.0
12/04/52
Ir
24.0
12/04/52
S
24.0
12
/04/
52
D
12/04/52
D
27.0
12
/04/
52
N 27
.0
05/14/58
Ir
P
08/14/52
Ir
19.0
12
/05/
52
D
Flows, 40
0 gal/min
Flows, 300
gal/min
500
gal/min, green-
colo
red
wate
r
Flows, H2S
Flow
s, 75 gal/min, H2S
400
gal/min; possibly
plug
ged
or buried
Table 1. Records of selected wells and
test
holes in Hendry County and
adjacent areas Continued
He-126
He-127
He-128
He-131
He-132
He-133
He- 13
4
He-1
35
He- 13
6
He-1
37
He-138
He-139
He-140
18 14 14 5 5 5 5 5 5 5 5 5 5
43 43 43 43 43 43 43 43 43 43 43 43 43
29
J. C. McBeath
29
C. Murray
29
C. Murray
29
A. L. Taylor
29
La Belle Su
gar
Co.
29
La Belle
Sugar
Co.
29
M. Wahatley
29
La Belle School
29
La Bg
litr
lttg
h School
29
La Belle Grade School
29
Felton
29
W. P. An
drew
s
29
K. Thompson
r i
r 1-1
220 87
520
490
115
160
400
400
440
390
330
490
510
_rc _ r
r
23.0
26.0
26.0
24.0
25.0
25.0
25.0
1,
140
23.0
19-.-0
21.0
27.0
2,27
0 27
.0
1 ~\
12/05/52
12/05/52
12/05/52
12/15/52
12/1
5/52
05/06/75
12/16/52
12/16/52
12/16/52
12/16/52
12/16/52
12/16/52
05/01/75
JT D D,S
S D In In D In In In D D Ir
1 1
H2S
Fe Flows, H2S
H2S
H2S
H2S
H2S
H2S
Flow
s, 40 gal/min, H2S
He-
14
1
5 43
29
J.
R.
Spra
tt68
1.2
54
50
12/1
6/5
2
D.I
r H
2S
Tabl
e 1. Records of
selected wells
and
test
ho
les
in Hendry Co
unty
an
d ad
jace
nt areas Continued
He-1
42
He-1
43
He-1
45
He-1
46
He-147
He-1
48
He-1
49
He-1
50
He-1
51
He-152
He-1
53
He- 15 4
He-155
He- 15 6
5 5 9 9 4 4 4 4 4 5 4 4 4 4
43 43 43 43 43 43 43 43 43 43 43 43 43 43
29
R. N. Mi
ller
29
P. O'
Bann
on
29
Hendry Co
unty
29
Hend
ry County
29
L. E.
O'Neil
29
C. J.
Ea
ster
ly
29
J. B. He
ndry
29
J. B.
He
ndry
29
0. L. La
ngfo
rd
29
W. P. An
drew
s
29
B. Curtis
29
J. 0.
Davidson
29
Powell Fu
rnit
ure
Co,
29
L. M. Je
nnin
gs
74
2 1.25
80
2
80
2 2
75
1.25
80
1.25
30
1
28
1.25
22
2
168
2
18
1.25
80
2
90
1.25
370
12/1
6/52
D
H2S
250
12/1
6/52
D
H2S
119
24.0
12/1
6/52
P
H2S
102
12/1
6/52
D
21
12/1
6/52
D
65
12/16/52
D
117
12/1
6/52
Ir
H2S
24
12/16/52
D
86
12/1
6/52
D
112
12/16/52
Ir
152
21.0
12
/17/
52
D
470
2,230
04/3
0/53
D
470
12/1
7/52
D
H2S
460
12/17/52
D 47
0 2,260
25.0
11
/24/
53
Table 1. Records of
selected we
lls
and
test
ho
les
in He
ndry
Co
unty
and
adja
cent
areas Continued
I Casing
II
Wate
r level
I |
Water qualJtyH
He-157
He-158
He-1
59
He-1
60
He-1
61
He-162
4 9 9 9 9 9
43 43 43 43 43 43
He-163
9 43
He-164
He-1
65
He-166
He-167
He-168
He-1
69
He-1
70
He-1
71
9 43
9 43
4 43
4 43
9 43
8 43
8 43
17
43
29
Hill
Ch
evro
let
Co.
29
L. St
orte
r
29
D. G.
Mc
Corm
ack
29
J. M.
Da
vis
29
C. W. Wo
oten
29
I. Magill
29
S. 0. Lu
ckey
29
W. H. Crawford
29
R. L. Ba
iley
29
E. M. O'
Bann
on
29
F &
E Bu
rcha
rd
29
Oran
ge St
ate
Oil
Co.
29
W. T.
Ma
ddox
29
Jack L
ewis
29
I. V. Bu
rke
67 31 744 65 84 80 98^
82
80
80
80
100 98
40
2 1.25
3 1.25
1.25
1.25
+ 3.18
12/1
7/52
68
1.25
68
1.25
2 1.25
2 2 2 1.25
450
640 54 105 29 36 41 35 26 31 37
430
210
210
128
102
750
12/1
7/52
In N
26.0
12
/17/
52
D
21.0
12/1
7/52
D
12/1
7/52
D
12/1
7/52
D
04/14/75
12/17/52
D 74
7 25
.0
11/2
4/53
12/1
7/52
D
12/1
7/52
D
12/1
7/52
D
12/1
7/52
P
12/1
7/52
In
12/1
7/52
D
12/1
7/52
D
12/1
8/52
D
Flo
ws,
H
2S
H2
S
Gre
en-c
olo
red
wat
er
Table 1. Records of
selected wel
ls and
test ho
les
in Hendry
County a
nd adjacent areas Continued
He-172
17
43
29
J. A. Cockrane
He-1
73
17
43
29
J. A. Cockrane
He-1
74
17
43
29
M. B.
Rasraussen
He-1
75
5 43
29
Waldron Hotel
He-176
8 43
29
Atlantic Land and
Improvement Co.
He-1
77
4 43
29
Waldron Hotel
He-178
5 43
29
Davis
Trading Post
He-1
79
8 43
29
Davis
Trading Po
st
He-1
80
8 43
29
P. O'Bannon
He-181
8 43
29
L. Thomas
He-1
82
8 43
29
Maddox Brothers Dairy
He-183
8 43
29
G.
R. Ri
sley
145
1.25
28
1.25
110
1.25
140
2
135
3 3
22
1.50
108
1.25
18
1.25
20
1.25
92
1.50
20
1.25
20
- 3.
28
12/18/52
+30.4
12/1
9/52
- 3.
32
12/1
8/52
240
24.0
12/18/52
D 1,390
26.0
04/30/53
76
12/1
8/52
D
H2S
109
114
135
188
195
530
12/1
8/5
2
03/1
2/5
3
941
04
/30
/53
12/1
8/5
2
1,0
90
0
5/0
1/5
3
25.0
1
2/1
8/5
2
Ir D D
H2S
H2S
H2S
113 24 13
144
250 35
1,230
860
N
12/18/52
D H2S
12/18/52
In
24.0
12/18/52
D
12/18/52
S H2S
25.0
04/30/53
12/18/52
D 03/31/77
Fe
Tabl
e 1. Records of
selected we
lls
and
test
ho
les
in H
endry
Coun
ty and
adja
cent
areas Continued
He-1
84
5 43
29
C. Moore
He-185
9 43
29
H. L.
Jo
hnso
n
He-186
9 43
29
W. A. Ho
rn
He-187
4 43
29
F.
Dougherty
He-1
88
9 43
29
R. F. Lewis
He-189
17
43
29
E. Yo
eman
s
He-1
90
17
43
29
R. L.
Yo
eman
s
He-191
17
43
29
R. L. Yo
eman
s
He-1
92
24
44
29
M. Flipsa
He-1
93
32
44
29
M. Wh
ite
He-194
4 45
30
Atlantic La
nd an
d Im
prov
emen
t Co.
He-195
4 45
30
Atla
ntic
La
nd an
d Improvement
Co.
He-1
96
16
43
34
J. W.
Lo
lley
60
180 99 78 100 40 60 110 29 168
326
1.25
1.25
1.25
2 1.25
1.25
2 1.25
-
2.43
12
/19/
52
6 -
2.69
12/1
9/52
6 6 31
8
110
117 42 23 101 28 29
£0
S?0
*+\j
_/*V
179
240
1,540
12/1
8/52
26.0
12
/18/
52
12/1
8/52
12/1
8/52
12/1
9/52
12/19/52
12/1
9/52
12/19/75
-±-^y i 7 / r ̂
25.0
12
/18/
52
05/0
7/53
D D D D D D D N Ir Ir Ir
H2S
H2S H2S
H2S Fe 500
gal/min, H2
S
425
gal/min; sp
ei
300
4
80
1.25
78
- 3.26
01/26/52
N Ir
capa
city
53
gal/
min/
ft
Table 1. Records of selected wells an
d te
st holes in Hendry County and
adjacent areas Continued
He-197
15
43
34
J. M.
Fountain
He-198
15
43
34
C. J.
Anderson
He-199
7 43
32
J. B. Hendry
He-200
7 43
32
J. B.
Hendry
He-201
7 43
32
J.
B.
Hendry
He-2
02
14
47
33
J. W. McDaniels
He-203
14
47
33
J. W.
McDaniels
He-2
04
4 47
33
J. W. McDaniels
He-205
28
46
33
W. Ward
He-2
06
23
46
32
V. Ba
bcoc
k
He-2
07
15
46
32
V. Babcock
He-2
08
27
45
32
Hull Brothers
He-209
27
45
32
Hull Brothers
He-2
10
25
45
32
Atlantic Land an
d Improvement C
o.
45
1.50
47
1.25
90
1.25
70
1.25
180
1.50
18
1.25
15
1.25
112
1.25
90
90
2.50
50
160
2
100
2
15
1.25
15
1.25
100
2
97
23.0
01/26/53
Ir
76
24.0
01/26/53
Ir
43
24.0
02/26/53
P
40
747
24.0
12/10/53
D
52
02/26/53
S50
09/01/59
42
23.0
02/26/53
D
46
23.0
02/26/53
D
46
24.0
02/26/53
D
149
02/26/53
S
30
02/26/53
D
186
03/11/53
S
45
23.0
02/26/53
D
59
23.0
02/26/53
D
210
02/27/53
Ir
H2S
H2S
Fe
Table 1. Records of selected wells an
d test holes
in Hendry County and adjacent areas Continued
He-211
36
45
32
Atlantic Land an
d Improvement
Co.
He-212
22
45
32
Atlantic Land an
d Improvement Co
.
He-213
21
45
32
Atlantic Land and
Improvement
Co.
He-2
14
4 45
32
Atlantic Land and
Improvement
Co.
^He-
215
4 45
32
Florida Forest Se
rvic
e
He-216
34
44
32
F. M.
Reeder
He-217
33
44
32
J. Healey
He-218
15
44
32
F. Braddock
He-2
19
2 47
31
Collier Co
rp.
He-220
4 45
30
Florida Forest Se
rvic
e
26
1.25
42
2
28
2
450 40 43
328
3
47 230
22.0
02/27/53
Ir
25.0
02/27/53
Ir
24.0
02/27/53
Ir
140 50 244
137
6 90
2 2 174
1.50
2
690
670
1,070
1,030
570
600 67 165
165
05/12/53
09/04/59
24.0
02/27/53
09/04/59
02/27/53
09/04/59
02/27/53
02/27/53
09/04/59
N Ir Ir S D
25.0
03/11/53
Ir
03/11/53
D
H2S
H2S
500
gal/min; wells
in ar
ea ar
e ab
out
120
feet
de
ep
H2S
Tabl
e 1. Records of
selected wells
and
test
ho
les
in Hendry
Coun
ty and
adja
cent
areas Continued
Wate
r le
vel
| |
Wate
r qu
alit
y
He-221
10
43
34
U.S.
Sugar
Corp.
112
6
He-2
22
32
45
33
Atla
ntic
Land an
d 97
8 Improvement Co.
He-2
23
9 43
34
R.
Ch
rist
ian
12
1.50
He-2
24
10
43
34
R. M.
Bi
shop
40
2
He-225
10
43
34
L. V.
Bybee
15
1.50
He-2
26
10
43
34
Firs
t Ba
nk of Cl
ewis
ton
41
1.25
He-227
15
43
34
Mart
ins
Depa
rtme
nt Store
36
2
He-2
28
15
43
34
Park
ers
Drug
Stor
e 30
2
He-229
17
43
34
U. T. Co
ok
25
1.25
He-2
30
16
43
34
City of
Cl
ewis
ton
25
2
He-2
31
16
43
34
Hend
ry County
15
2
He-2
32
16
43
34
Hend
ry Co
unty
15
2
He-233
15
43
34
Davis
and
Marguette
28
1.25
He-2
34
4 43
29
U.
S. Ge
olog
ical
Su
rvey
12
6
105 84
+ 0.53
06/2
4/58
10
310 32 101 26 105 86 84 13 140 81
04/0
7/53
04/07/53
04/0
7/53
04/0
7/53
04/07/53
04/0
7/53
04/07/53
04/0
8/53
04/0
8/53
04/0
8/53
In Ir Ir Ir Ir In In In D D Ir Ir In 0
Flow
s
H2S
Tabl
e 1. Records of
selected we
lls
and
test ho
les
in H
endry
County an
d ad
jace
nt areas Continued
i _ r
-
He-235
He-2
36
He-237
He-2
38
^
He-239
He-2
40
He-2
41
He-2
42
He-243
He-2
44
He-245
He-246
He-2
47
He-248
i_r 7 7 7 7 7 12 10
10 12 12 12 12 12 12
i_r 43 43 43 43 43 43 43
43 43 43 43 43 43 43
L_T
34 34 34 34 34 33 34
3A 33 33 33 33 33 33
I _
G. L.
Nottingham
E. Thompson
Shaw Brothers
G. R. N. E.
R. B. J. S. H. K.
Neil
M. Schell
Cox
M. Co
rnet
t
Bolt
on
Pape
Lawrence
Lowe
Stan
ley
Stor
y
Golden
i \
I 30 115 40 35 82 53 38
14 90 90 73 30 39 35
i n n
r
1.50
2 1.50
1.25
1.25
2 2 2 2 1.25
1.25
1.25
1.25
r i
i n
i-
53 45 30 39 33 66 93 90 176
119
121
102 65 78 91
r i
r i
-i
04/0
8/53
04/08/53
04/0
8/53
04/0
8/53
04/0
8/53
04/0
8/53
04/0
8/53
04/0
9/53
04/09/53
04/0
9/53
09
/04/
59
04/0
9/53
09
/04/
59
04/0
9/53
04/0
9/53
IT
1 1
D D In D D D In T-r
D D D D D D
Table 1. Records of
selected wells
and
test ho
les
in H
endry
County a
nd ad
jace
nt areas Continued
He-249
12
43
33
L. Do
by
He-2
50
11
43
33
J. M. Di
ckso
n
He-2
51
11
43
33
Dickson
Brot
hers
Da
iry
He-2
52
11
43
33
W. K. Bi
xby
He-2
53
10
43
33
W. K. Bi
xby
He-2
54
14
43
33
W. T. St
itt
He-255
14
43
33
W. T. Stitt
He-2
56
15
43
33
R. Christian
He-257
15
43
33
J. C. Drake
He-2
58
23
43
34
B. E. Na
il
He-259
14
43
34
H. R. St
rick
land
He-2
60
7 43
34
Williams and
Stew
art
He-2
61
7 43
34
J. C.
Ja
ckma
n
He-262
7 43
34
J. C. Ja
ckma
n
97
1.50
119
1.50
35 80
2
80
2
80
1.25
95
2 94
40
1.50
42
1.50
54
2
49
1.25
30
1.50
42
2
62
2
- 2.
30
04/10/53
73 230 57 102 76 78 146 88 73 76 30 34
04/0
9/53
D
04/0
9/53
S
04/0
9/53
D
04/0
9/53
D S
04/10/53
D
04/1
0/53
D
04/10/53
D
04/1
0/53
D
04/1
0/53
D
04/1
0/53
D S
23.0
04/09/53
D
24.0
04/0
9/53
D
H2S
Table 1. Records of
se
lect
ed we
lls
and
test ho
les
in H
endry
Coun
ty an
d ad
jace
nt areas Continued
i _ r i
He-2
63
He-2
64
He-265
NJ
He-2
67
vo
He-2
68
He-2
69
He-2
70
He-271
He-2
72
He-2
73
He-274
He-2
75
He-2
76
_ri
24 23 23 23 8 8
^7^
29 4 20 15 16 10
_ri
43 43 43 43 43 43
-45~
46 45 43 43 43 43
J
1
34 34 34 34 29 29
29
33 32 33 34 28 34
1 L
A. U.
To
kied
a
G. B. McDuffie
W. W. Ricks
J. J. He
rrin
g
W. E. Anderson
B. Ma
ddox
. IN
. la
yxor
W. Wa
rd
Flor
ida
Forest Se
rvic
e
Fla. Conservation School
Vari
ety
Corp
.
B. Wo
lf
Lake
side
Manor
Mote
l
_rn
125 20 63 60 55 40
47 220 58 56 44
n n
rr
8 1.50
1.25
1.25
1.25
6 In e
2 2 55
3 56
6 4 43
i r n
r-r
400
370
135
120
134 26 30
708
680
3,17
0
~Jf\
Q £ f\
40
774
610
2,80
0
670
2,85
0
82
962
530
2,85
0
125
123
1,250
127
r r
11
04/1
0/53
09
/04/
59
04/1
0/53
09
/04/
59
04/1
0/53
04/1
0/53
24.0
04
/30/
53
27.0
04/3
0/53
f\ j
r\
i\f I f\
~l / C 1
05/1
2/53
24.0
05
/07/
53
05/0
8/53
05/1
3/53
05/0
1/53
06/1
8/53
23.0
11/2
4/53
03
/09/
55
I i
i
D H2
S
Ir
H2S
D H2
S
D Ye
llow
-col
ored
wa
ter
D S H2
S
D
D N Ir In N Flows
Ir
Table
1. Records o_
f selected w
ells
and
test
hol
es in Hen
dry Co
unty
and
ad
jace
nt ar
eas
Cont
inue
d
He-277
9 43
29
T.
L. Hu
dkin
s
He-278
19
44
28
M. K. Wheeler
He-279
19
44
28
M. K. Wheeler
He-280
21
43
34
U.S. Su
gar
Corp
,
He-284
5 43
29
Wa
ldro
n Ho
tel
He-285
6 47
31
Collier
Corp
.
He-286
6 47
31
Collier
Corp.
He-287
6 47
31
Collier
Corp.
He-288
5 47
31
Collier
Corp.
He-289
31
46
32
Collier
Corp
.
He-290
32
46
32
Collier
Corp.
170
790
1.25
8
531
8
135
6
75
2
40
6
40
6
51
6
40
6
70
8
80
6
95
90
+25.8
05/26/58
1,030
1,030
07/1
0/53
D
28.0
08/10/53
Ir
28.0
05
/26/
58
295
+29.
0 05
/26/
58
111
- 1.92
04/21/58
- 1.
03
07/30/58
- 2.
78
04/21/58
620
28.0
08/2
4/53
Ir
830
28.0
05
/26/
58900
3,51
0 28
.0
12/2
1/78
109 45 140
- 1.
26
06/1
8/58
06/23/54
Ir Ir
24.0
07
/30/
58
Ir Ir
24.0
04
/30/
58
Ir
Ir Ir
Flow
s, 76
0 ga
l/mi
n 08/10/53,
320
gal/
min
05/2
6/58
; H2
S
Flows, 50
0 ga
l/mi
n08
/53,
200
gal/
min
03/5
4, 20
0 ga
l/mi
n05
/58;
H2
S
50 ga
l/mi
n
H2S
1,30
0 ga
l/mi
n, pump
test
900
gal/
min
1,570
gal/min, pump
test
Table
1. Records of se
lect
ed wel
ls and
test ho
les
in H
endry
Coun
ty and
adja
cent
areas Continued
He-2
91
32
46
32
Coll
ier
Corp
.
He-2
92
29
43
29
T. We
lls
He-293
5 45
29
A. Duda
He-294
5 45
29
A. Du
da
He-295
7 45
29
A. To
wnse
nd
HP-296
17
4S
31
Atlanfir T.anH
smA
Improvement Co
.
He-297
11
45
30
Atlantic La
nd an
d Improvement
Co.
He-2
99
14
45
32
Atlantic La
nd and
Improvement
Co.
He-3
00
14
45
32
Atlantic La
nd an
d Improvement
Co.
He-301
13
45
32
Atlantic L
and
and
Improvement
Co.
92
6
552
8
762
6
762
6
1,14
5
872
6
782
6
72
6
97
6
98
6
- 1.
48
06/1
8/58
Ir
266
+27.
5 05
/21/
58
1,19
0 28
.0
05/2
1/58
S
Flows, 75 ga
l/mi
n, H2
S 1,340
4,800
28.0
03/07/75
277
+24.
7 05
/21/
58
940
1,08
0
285
+24.
7 05
/21/
58
1,140
1,06
0
1,23
0
346
+25.
5 05
/14/
58
2,300
319
+25.
0 05
/14/
58
2,17
0 2,
160
- 0.
93
04/23/58
- 1.
18
04/2
3/58
34
0
- 0.
99
06/2
6/58
28.0
05
/21/
58
N 12/04/75
Flow
ed,
215
gal/
min,
H2S
28.0
05
/21/
58
Ir,S
Flows, 37
5 ga
l/mi
n12
/04/
75
1958,
80 ga
l/mi
n, H2
S,
12/0
4/75
29.0
05/2
1/58
Ir
,S
Flow
s, 150
gal/
min,
05/1
4/58
Ir
^S
Flows, 34
0 H2S
27.0
05
/14/
58
Ir
11/0
7/75
Ir
Flowed,
140
gal/
min,
H2S
; pl
ugge
d
25.0
06
/26/
56
Ir
Pump
test
Ir
Table 1. Records of selected wells an
d test holes in Hendry County an
d adjacent areas Continued
He-3
02
18
47
34
S. and
M. Farms
He-3
03
18
47
34
S. an
d M.
Farms
He-304
18
47
34
S. and
M. Fa
rms
He-3
05
18
47
34
S. and
M. Farms
He-3
06
6 47
31
Co
llie
r Co
rp.
He-3
07
36
33
45
Atlantic L
and
and
Improvement
Co.
He-308
35
43
33
Atlantic L
and
and
Improvement
Co.
He-3
09
36
45
33
Atlantic Lan
d an
d Improvement
Co.
He-
310
36
45
33
Atl
anti
c L
and
and
Impr
ovem
ent
Co.
He-311
6 45
31
Atlantic Lan
d an
d Improvement
Co.
He-3
12
28
43
28
R. Da
inai
ls
121
6
120
6
122
6
120
6
40
6
83
8
87
6
97
6
125
8
950
6
1.48
04/24/58
66
45
1.95
04/24/58
1.10
06/03/58
1.93
06
/17/
58
75
0.81
05/02/58
+22.
0 05/14/58
1,24
0
125
4 12
4 -
1.18
05/19/58
26.0
04
/24/
58
Ir
05/0
1/58
Ir Ir
Ir
24.0
04/3
0/58
Ir
Ir Ir
Ir
Ir
27.0
05
/14/
58
Ir
Ir
1,30
0 ga
l/mi
n, pump
test
800
gal/min
Flows, 16
0 ga
l/mi
n,
HoS
Table 1. Records o
f se
lect
ed wel
ls an
d test h
oles
In
Hendry County a
nd adjacent areas Continued
He-313
28
43
28
A. Qu
ermi
a
He-314
31
45
29
R. Ro
bert
s
He-3
15
25
45
28
R. Ro
bert
s
He-3
16
27
45
28
R. Ro
bert
s
He-317
18
45
29
R. Ro
bert
s
He-3
18
30
43
28
C. A. Mu
rphy
He-3
19
30
43
28
C. A. Mu
rphy
125
6124
1,10
0
He-320
19
45
31
Atla
ntic
Lan
d an
d Im
prov
emen
t Co.
He-321
29
43
28
Unkn
own
He-322
19
45
31
Atla
ntic
La
nd an
d Improvement
Co.
He-3
23
19
45
31
Atla
ntic
Land and
Impr
ovem
ent
Co.
He-3
24
14
43
28
Kirk
land
940
700
815
900
400
135
6 6 4 6 3 2.50
-1-20.3
+19.
5
+39.9
+ 8.
4
05/22/58
05/22/58
05/2
7/58
05/27/58
180
810
770
860
360
800
34
6
135
6
34
6
23
3
135
- 0.
52
07/30/58
74 700
- 0.
93
07/29/58
- 0.58
07/29/58
+ 3.
6 05/27/58
640
26.0
05/2
0/58
Ir
26.0
05/2
2/58
S
28.0
05/2
2/58
S
29.0
05/2
2/58
S
29.0
05
/22/
58
S.Ir
27.0
05/2
7/58
Ir
27.0
05
/27/
58
Ir
24.0
07
/30/
58
Ir
310
gal/
min,
pump
test,
H2S
Collapsed
Flow
s, 40
ga
l/mi
n
Flow
s, 20 ga
l/mi
n, H2
S
Flow
s, 60 ga
l/mi
n, H2
S
Flow
s, 100
gal/
min,
H2
S
Flows, 30 ga
l/mi
n, H2S^
ad
jace
nt to
He
-318
700
gal/
min,
pu
mp test
24.0
05/27/58
Ir
Flow
s, 30 ga
l/mi
n
Ir Ir
25.0
05
/27/
58
IrFl
ows,
1
gal/
min
Tabl
e 1. Records of
selected we
lls
and
test
holes
in Hendry
County an
d ad
jace
nt areas Continued
He-325
14
43
28
B. Stuart
He-3
26
14
48
31
W. Bu
rdin
e
He-3
27
18
43
28
J. Lamb
He-328
10
43
28
H. Pa
rken
son
He-3
29
9 43
28
Wh
itto
n
He-3
30
9 43
28
Whit
ton
He-3
31
9 43
28
L. Ha
rell
He-3
32
24
44
29
R. Da
na
He-333
13
44
29
R. Da
na
He-3
34
22
45
29
Hendry Co
unty
He-335
29
45
33
Atla
ntic
La
nd an
d Imp
rovm
ent
Co.
137
2 6 4 6
110
2
110
2
120
1.50
900
896
6 6
139
6
+ 5.6
05/27/58
570
1,63
0
+27
.7
05/2
8/5
8
+ 3.3
3
05/2
8/5
8
+ 3.6
6
05/2
8/5
8
+ 3
.82
0
5/2
8/5
8
+17
.5
05/2
6/5
8
- 0.
21
06/24/58
25.0
05
/27/
58
S
27.0
05
/28/
58
1,490
1,02
0
900
540
580
550
350
330
180
1,20
0
4,20
0
930 84
30.0
28.0
24.0
2,44
0
24.0
24.0
27.0
28.0
28.0
05/2
8/58
S,
D
05/2
8/58
Ir
05/2
8/58
12/07/75
04/1
3/77
05/2
8/58
D
12/0
2/75
05/2
8/58
12/02/75
05/2
6/58
Ir
05/2
8/58
Ir.S
05/2
6/58
06/2
4/58
Flows, 30
gal/min
Flows, 15
ga
l/mi
n,
casing le
aks
in
subs
urfa
ce
Flows, 20
0 ga
l/mi
n, H2
S
Flows, 25
0 ga
l/mi
n, H2
S
Flows, 20
ga
l/mi
n, H2
S
Flows, 20
ga
l/mi
n, H2
S
Flows, 20 ga
l/mi
n, H2
S
Flows, 60 ga
l/mi
n, H2
S
Flow
s, 20
0 gal/min
Flows, 30
ga
l/mi
n
Flow
s in rainy
seas
on,
2 ga
l/mi
n
Table 1. Records of
selected w
ells an
d te
st holes
in H
endry
Coun
ty and
adja
cent
areas Continued
He-3
36
29
45
He-3
37
32
45
He-338
11
43
He-339
27
44
He-3
68
8 43
He-3
69
28
43
He-3
70
28
43
He-3
71
28
43
He-3
72
20
43
He-373
27
43
He-3
75
28
43
33
Atlantic La
nd and
Imp
rove
ment
Co.
33
Atlantic La
nd and
Improvement Co.
33
J. M. Di
ckso
n
34
U.S. Ge
olog
ical
Survey
29
City of
La Belle
29
Spen
cer
29
Unkn
own
29
L. Go
nzal
es
29
W. G. Wo
olsy
29
Holt
29
C. Ho
ward
112 95
He-376
8 43
29
City
of
La
Belle
150 12 569 56 190 21
2 4 8 2 2 2 6 2 2 6
+ 0.
76
06/2
5/58
13
6
+ 0.63
06/26/58
194
11
- 1.
18
01/08/64
245
+29.
1 03
/17/
75
35
25.0
06
/25/
58
Ir
670
gal/
min,
H2
S
25.0
06
/26/
58
Ir
H2S
450
09/0
4/58
S 0
670
2,850
26.5
03
/07/
75
0
120
760
25.0
02
/19/
75
D
100
940
25.5
02
/19/
75
D
80
825
25.5
02/1
9/75
D Ir
,S
40
700
02/1
9/75
70
830
02/1
9/75
D
54
765
23.5
03
/07/
75
22
775
24.5
04
/21/
72
P 30
24.0
04/2
9/74
25 ga
l/mi
n
Flow
s, 20 ga
l/mi
n
250
gal/
min
Table 1. Records of
selected we
lls
and
test ho
les
in Hendry C
ount
y an
d ad
jace
nt areas Continued
Casing
JJ
Wate
r le
vel
J I
Wate
r qu
alit
y J
_ri
He-377
He-3
78
He-3
79
He-3
80
He-381
He-3
82
He-383
He-3
84
He-3
85
He-3
86
He-3
87
He-3
88
He-3
89
He-3
90
,n 8 8 17 17 17 17 17 17 17 17 17 8 17 17
_ri
43 43 43 43 43 43 43 43 43 43 43 43 43 43
29 29 29 29 29 29 29 29 29 29 29 29 29 29
L
City
of
La Belle
City
of
La Be
lle
Unkn
own
0. Ta
ylor
Fall
in
Fall in
I. Hall
C. Ha
ll
Unkn
own
A. Ce
nten
o
J. M. Ye
omen
s
B. Maddox
E. Br
own
E. Brown
j T rn 21 39 68
. 45 45 68 36 194 44 140
136 18 153
155
L__r
i_n __ rr
i L
6 -
8.99
04
/29/
74
6 2 1.25
37
2 40
2 21
2 21
2 10
0
2 2 2 6 -
4.54
03
/10/
75
2 2
__n 22 34 44 50 40 60 40 40 130 30 90 50 40 110
_rc
925
940
1,100
670
680
710
750
700
920
450
765
830
660
890
_j r
IT
.
25.0
04
/29/
74
24.0
03
/07/
75
25.0
03/0
7/75
03/1
0/75
03/1
0/75
03/1
0/75
03/1
0/75
03/1
0/75
03/1
0/75
03/1
0/75
03/1
0/75
03/1
0/75
24.0
03/1
0/75
03/1
2/75
r 1
1
N 25
0 gal /m in, collapsed
P 115
gal/min
D D D Ir Ir D D N Ir
H2S
Table 1. Records of selected we
lls
and
test ho
les
in H
endry
Coun
ty and
adja
cent
areas Continued
He-391
17
43
29
L. Wa
lsto
n
He-3
92
17
43
29
J. L.
Ha
y
He-3
93
17
43
29
Kite
He-394
17
43
29
Albr
itto
n
He-395
17
43
29
T. Br
uzne
ll
He-3
96
17
43
29
0. D.
Co
lema
n
He-397
17
43
29
0. Spraggins
He-3
98
17
43
29
J. C. Hicks
He-399
17
43
29
J. Green
He-4
00
17
43
29
J. Green
He-4
01
31
45
28
Fla. De
pt.
Nat. Resources
He-4
02
31
45
28
Fla. De
pt.
Nat. Resources
He-403
31
45
28
Fla. De
pt.
Nat. Resources
He-4
04
31
45
28
Fla. De
pt.
Nat.
Re
sour
ces
80 21 75 100 27
:es
20
:es
20
2 2 2 2 2 2 2 2 2 1.2
5
16
- 6.8
1.2
5
16
- 6.7
201.25
16
13
1.25
- 6.96
03/1
4/75
- 8.
45
03/14/75
100
100
120 40 30 80 50 100 40 40 40 14
915
890
990
670
600
990
745
910
630
700
03/12/75
Ir
03/1
2/75
03/12/75
D
03/1
2/75
03/12/75
03/12/75
03/12/75
03/12/75
03/1
2/75
Ir
03/12/75
26.0
03
/13/
75
0
26.0
03/14/75
0
26.5
03/1
4/75
0 0
H2S
H2S
Fe,
yellow-colored
wate
r
Fe H2S
Fe H2S
Fe 5 ga
l/mi
n
Tabl
e 1. Records of
se
lect
ed wel
ls and
test
holes
in H
endry County and
adja
cent
areas Continued
Casing
JJ
Wate
r le
vel
J |
Wate
r qu
alit
y
He-4
05
31
45
28
Fla.
De
pt.
Nat. Resources
He-4
06
31
45
28
Fla. De
pt.
Nat. Re
sour
ces
He-407
31
45
28
Fla.
De
pt.
Nat.
Resources
He-4
08
17
43
29
Hanel
He-409
17
43
29
J. St
ubby
Field
He-4
10
17
43
29
W. A. Murphy
He-411
17
43
29
E. Fo
rd
He-4
12
17
43
29
Powe
rs
He-
413
17
43
29
D.
Tre
y
He-
414
17
43
29
J.
Mac
e
He-
415
17
43
29
Ingr
am
He-
416
17
43
29
J.
Bow
kam
p
He-
417
17
43
29
Unk
now
n
He-
418
17
43
29
I.
V.
Bur
ke
12
1.2
5
8
19
4
20
1.2
5
16
35
2 2 2 2
25
2
45
4 2
160
2
16
2 10
- 7.9
8
03/1
4/7
5
- 6.9
4
03/2
8/7
5
- 6.8
5
03
/17
/75
0
9 38
1 27.5
10/2
1/7
6
0 0
26
698
26.0
03/14/75
Ir
24
680
25.0
03
/14/
75
Ir
48
690
25.0
03/1
4/75
115
871
26.0
03/14/75
Ir
145
900
26.0
03/14/75
Ir
36
609
03/1
4/75
Ir
110
1,28
0 27
.0
03/1
4/75
54
715
03/1
4/75
Ir
60
699
240
1,46
0
03/1
4/75
03/1
4/75
D
62
729
03/1
8/75
Ir
60
760
23.5
04
/01/
75
H2S
H2S
Fe
H2S
Fe,
yell
ow-c
olor
ed
wate
r
Fe,
yell
ow-c
olor
ed
wate
r
Table 1. Records of
se
lect
ed w
ells and
test ho
les
in H
endry
County and
adja
cent
areas Continued
16
43
He-426
16
43
29
Hoges
He-4
27
16
43
29
Durrance
He-4
28
17
43
29
Unkn
own
He-4
29
9 43
29
Hendry Co
unty
He-4
30
29
43
28
G. Ha
as
He-4
31
16
43
29
Hendry Co
unty
1
I. V.
Burke
C . Thomas
Anderson
Brad
ford
Thompson
R. Pelliccia
. J
\ ___ 1
1 I
I
240
1.50
45
2 2
16
1.50
209
2
220
2
_J 120 40
2 8 2
303
325
2
323
302
230
1,320
230
1,390
25.0
03/18/75
D.Ir
H2S
04
/01/
75
66 35 24 120 96
91 32
29 32 33 780
110
706
630
438
860
889
940
599
610
620
636
3,41
0
1,23
0
03/1
8/75
25.5
03
/18/
75
03/1
8/75
03/18/75
D
03/1
8/75
D
25.0
04
/01/
75
03/1
8/75
24
.0
04/0
1/75
03/18/75
23.5
04/0
1/75
Ir
30.0
04
/16/
75
Ir T
03/1
7/77
D T
Fe,
yell
ow-c
olor
ed
wate
r
Fe H2S
Fe Fe 800
gal/
min
Flow
s, 15
Plug
ged
Plug
ged
gal/min
Tabl
e 1.
Rec
ords
of
selected w
ells an
d te
st h
oles in Hen
dry
County and
adjacent areas Continued
He-4
32
He-433
He-434
He-435
He-4
36
He-437
He-438
He-439
He-4
40
He-441
He-4
42
He-443
He-444
He-445
He-446
8 8 8 8 8 8 8 8 8 8 8 8 8 8 8
43 43 43 43 43 43 43 43 43 43 43 43 43 43 43
29
Unkn
own
29
Long
29
M. G.
Davis
29
D. Byrd
29
C. P.
Gaulding
29
M. G. Da
vis
29
Unkn
own
29
Keller
29
J. B. Rudd
29
Jone
s
29
Unkn
own
29
G. A.
Hill
29
Harris
29
J. Hi
ggin
s
29
Woos
ley
58 200 90 108
108 20 91 20 60 30 99 50 180
110
110
125
100
160
120
120 56 270 52 130 49 125 24 125
870
910
980
1,20
0
1,22
0
970
910
1,230
1,53
0
1,040
1,12
0
795
941
930
999
03/31/75
03/3
1/75
03/3
1/75
03/3
1/75
03/31/75
03/31/75
03/31/75
03/3
1/75
03/31/75
03/31/75
03/3
1/75
03/31/75
04/0
2/75
04/02/75
04/02/75
Ir S D Ir D,Ir
Ir Ir Ir Ir D Ir
H2S
H2S
H2S
H2S Fe H2S
Fe H2S
Fe H2S Fe H2S
Tabl
e 1. Records of
selected we
lls
and
test
holes
in H
endry
Coun
ty an
d ad
jace
nt areas Continued
Casing
JJ
Wate
r le
vel
J |
Wate
r qu
alit
y J
He-4
47
8 43
29
Lucia
He-4
48
9 43
29
McDannel
He-449
9 43
29
Va
ughn
He-4
50
9 43
29
Hanshaw
He-4
51
9 43
29
J. Ho
ge
He-4
52
9 43
29
Gray
He-4
53 9^
A3
29
T^ W
^Je
nkin
s
He-4
54
9 43
29
Fa
rabe
e
He-4
55
9 43
29
Unknown
He-4
56
9 43
29
Harn
He-4
58
9 43
29
Wilson
He-4
59
9 43
29
Wilson
He-4
60
9 43
29
Mark
tool
e
100
100
100
100
1.25
100
2
150
2
150
2
97
1.25
97
1.25
92
2
100
115 16 125
120
125 64
70^
65 60 40 24 36 36 20
15
844
940
500
941
885
939
799
sns
O\J J
780
802
694
689
682
679
529
510
04/02/75
04/07/75
04/0
7/75
04/0
7/75
25
.5
06/16/75
04/0
7/75
04/07/75
04/07/75
27.5
06/16/75
04/07/75
04/07/75
04/0
7/75
04/14/75
04/14/75
04/14/75
24.5
06/16/75
D D Ir Ir D,Ir
D,lr
D Ir D D
H2S
H2S
H2S H2S
H2S
H2S
H2S
Fe
Table 1. Records of
selected w
ells and
test
ho
les
in Hendry County and
adja
cent
areas Continued
| Ca
sing
11
Water
level
| |
Water
qual
ity
|
He-4
61
9 43
29
Un
know
n
He-4
62
9 43
29
Wilson
He-4
63
9 43
29
Unknown
He-4
64
9 43
29
H. E.
Holcomb
He-4
65
9 43
29
B.
Matusiak
He-4
66
9 43
29
S. Self
He-4
67
9 43
29
B. Mc
Corm
ack
He-4
68
4 43
29
Barr
en
He-4
69
4 43
29
0. B. Ri
sher
He-4
70
4 43
29
Feat
hers
ton
He-471
4 43
29
N. Johnson
He-472
4 43
29
Will
iams
He-4
73
4 43
29
Ma
ttic
e
He-4
74
4 47
33
Unkn
own
16
2
100
1.25
100
1.25
22 90
100
100
2 1.25
1.50
65
1.25
150
1.50
105
1.25
22
2
86
2
65
1.50
65
1.25
16
4
r i
r n 20
28 36 30 19 82 32 84 125 96 32 70
100
195
04/24/75
108
__rc
__r
r
639
660
27.5
780
661
647
795
659
799
960
900
845
755
1,320
1,85
0
951
i i_r
04/14/75
06/1
6/75
04/1
4/75
D
04/1
4/75
04/1
4/75
04/1
4/75
D
04/14/75
Ir
04/1
4/75
Ir
04/1
5/75
04/1
5/75
Ir
04/15/75
Ir
04/1
5/75
Ir
04/15/75
04/1
5/75
Ir
04/24/75
i "
Fe H2S
H2S
Fe H2S
H2S
H2S
H2S
H2S
H2S
Tabl
e 1. Records of
se
lect
ed w
ells
and
test
ho
les
in Hendry
Coun
ty and
adjacent areas Continued
He-475
He-4
76
He-4
77
He-4
78
He-4
794S ^
He-4
80
He-481
He-4
82
He-4
83
He-4
84
He-4
85
He-486
He-4
87
4 9 9 9 9 9 9 9 16 4 4 4 4
47 43 43 43 43 43 43 43
43 43 43 43 43
33 29 29 29 29 29 29 29
29 29 29 29 29
Unkn
own
Rider
0 ' Ban
non
Holl
and
Smel
eer
Benn
ett
Unkn
own
Jack
son
Hendry Co
unty
Rodriquez
Alan
Hansen
H. B. Ti
llma
n
150 49 17 18 20 4TT
20 92 85
6 1. 1. 1. 1. 2 2 2 1. 2 1.
50 50 25 75 25 25
70 180 78 64 27 31 24 ^r 34
510 20
115
100
110
921
985
797
561
540
402
493
^45T
^
710
2,0
80
879
985
1,0
10
04
/24
/75
04
/30
/75
04
/30
/75
04/3
0/7
5
IT
04/3
0/7
5
04/3
0/7
5
Ir
04
/30
/75
Ir
04
/30
/75
IT
-
04
/30
/75
05
/01
/75
Ir
05
/01
/75
Ir
05
/01
/75
05
/01
/75
24.5
06/1
6/7
5
H2S
H2S
,Fi
Fe Fe Fe Fe
Fe
H2S
Flo
ws
Fe H2S
H2S
He-4
88
4 43
29
C. Fr
y20
1.
50135
1,280
05/01/75
Fe
Table 1. Records of se
lect
ed w
ells and
test
ho
les
in Hendry County and
adja
cent
areas Continued
Casing
JJ
Water
leve
l J
I Water
qual
ity
I
He-4
89
He-4
90
He-4
91
He-4
92
He-4
93
He-4
94
He-4
95
He-496
He-4
97
He-4
98
He-499
He-5
00
He-5
01
He-5
02
He-5
03
5 5 5 5 5 5 5 5 5 5 5 8 9 5 5
43 43 43 43 43 43 43 43 43 43 43 43 43 43 43
29
A. Saddlemire
29
E. A.
Br
unga
rd
29
First
Bapt
ist
Chur
ch
29
Mess
er
29
Mess
er
29
Mess
er
29
Unknown
29
A. Wa
rd
29
Dana
29
G. L. Lanham
29
R. B. Wa
ldro
n
29
La Be
lle
29
La Belle
29
Mill
s
29
Unknown
79 80 140 80 95 160 83 97 76 100
110 16 42 97 76
1.25
6 1.25
1.25
1.25
2 1.25
1.25
1.25
1.25
4 6
2 24
1.25
1.50
- 4.65
06/10/74
- 4.65
06/10/74
510
2,26
0
200
1,84
0
410
1,86
0
60
1,040
120
860
140
1,180
300
1,520
36
635
116
952
120
970
100
822
200
1,140
230
1,27
0
05/0
1/75
D
H2S
05/0
1/75
Ir
06/16/75
Ir
05/0
2/75
D
05/02/75
D H2S
05/0
2/75
D
H2S
05/02/75
Ir
H2S
05/0
2/75
Ir
05/02/75
D,Ir
H2S
05/02/75
D H2S
05/02/75
0 0
05/02/75
Ir
H2S
05/06/75
Ir
H2S
Table 1. Records of
se
lect
ed w
ells
and
test
ho
les
in H
endry
County and
adja
cent
areas Continued
i _ r i
He-5
04
He-5
05
He-5
06
He-507
He-508
* enHe
-509
He-510
He-5
11
He-5
12
He-513
He-5
14
He-5
15
He-516
He-5
18
_n 5 5 5 5 5 6 6 6 5 5 8 1 1 6
i_r 43 43 43 43 43
43 43 43
43 43 43 43 43 43
i_r 29 29 29 29 29
29 29 29
29 29 29 29 29 29
1 _.J
Unkn
own
Lucky
Waym
an
Swai
n
Byran
Bald
win
Bald
win
Bald
win
D. E. Ch
rist
ie
H. Ahlefeldt
D. Ba
iley
Gene
ral
Deve
lopm
ent
Util
ity
Gene
ral
Development
Util
ity
Unkn
own
1 I r 76 18 81
60 150 90 72 82
300
273 90
1__
2 1. 1. 1. 1.
2 2 2 1. 2 1. 8 2
_T 25 25 25 25 25 25
270
270
- 5.
60
09/30/75
- 7.
59
01/0
7/76
n
200
170
156 72 140
160
180
165
160
160
120
110
i __ ri
1,18
0
1,10
0
1,010
780
1,11
0
1,09
0
1,180
1 09
0
1,10
0
1,070
855
1,20
0
r j
c i T r
i i
05/06/75
Ir
H2S
05/0
6/75
D
H2S
05/0
6/75
D
H2S
05/0
6/75
Ir
Fe
05/0
6/75
H2S
05/0
6/75
D
05/0
6/75
Ir
45/0
6/75
05/0
6/75
Ir
05/0
6/75
05/02/75
25.5
01
/07/
76
P 50
0 gal/min; sp
ecif
icca
paci
ty 20
ga
l/mi
n/ft
10 ga
l/mi
n
Table 1. Records of
selected wells
and
test
ho
les
in Hendry
Coun
ty an
d adjacent areas Continued
Casi
ng
||
Wate
r le
vel
1 |
Wate
r qu
alit
y
He-5
19
29
45
28
Sun
Oil
Co.
He-521
6 43
29
J. R.
Paul
He-5
22
5 43
29
Davis
He-523
5 43
29
J. E. Moody
He-5
25
6 43
29
Schr
iner
He-526
6 43
29
E. C. Lape
He-5
27
6 43
29
E. T.
Kn
ight
He-5
28
6 43
29
Spang
He-5
29
22
45
29
Hend
ry Co
unty
He-530
28
43
29
E. M. An
ders
on
He-531
28
43
29
E. M. An
ders
on
He-5
32
4 44
29
Citrus Belle
He-533
5 44
29
Citrus Belle
11,000 180
1.25
69
2
70
2
85 92
1.50
60
1.25
90
2
155
4 135
160
2 14
5
70
2 62
185
10
140
- 1.99
10/23/75
84 110 80 80 112 90 76 40
42 60 60
830
880
808
828
871
808
725
660
05/12/75
05/1
2/75
05/1
2/75
05/12/75
05/12/75
05/12/75
25.0
10/07/75
25.5
04/1
9/76
10/0
2/75
10/0
2/75
T D D D.Ir
D D D 0,T
D D
Oil
test
H2S
H2S
H2S
H2S
H2S,Fe
H2S
H2S Dril
led
to 4
13 fe
et
H2S
H2S
25.5
10/0
3/75
In
H2S
, 800
gal/
min
185
140
320
300
1,600
26.5
01
/07/
76
340
26.0
10/0
3/75
In
1,60
0 25
.5
01/0
7/76
H2S
Tabl
e 1.
Rec
ords
of selected w
ells
an
d te
st h
oles
in H
endr
y Co
unty
and adjacent areas Continued
He-5
34
25
43
28
Bob, Paul,
Inc.
He-535
33
43
29
J. White
He-536
33
43
29
G. Wood
He-5
37
33
43
29
L. Gonzales
He-540
23
43
28
Berr
y Citrus Products
He-5
41
14
43
28
Mill
s
He-543
14
43
28
0. Mu
rry
He-544
14
43
28
0. Mu
rry
He-545
10
43
28
B. Ra
smus
sen
He-5
46
10
43
28
D. Finks
He-5
47
1 43
28
Am.
Agro
nomi
stor
He-5
50
13
43
29
General
Development
Util
itie
s
He-5
51
13
43
29
Gene
ral
Deve
lopm
ent
Util
itie
s
200
200
200
181 30 109
1.50
109
2 8 6 10
14
2
24
2
189 12
320
240
300
130 50 630
750
950
1,10
0
850 37 40
10/0
3/75
Ir
10/0
3/75
D
26.5
10
/03/
75
D
10/03/75
D
26.5
10
/07/
75
In
26.0
11/07/75
Ir
11/07/75
28.5
11
/10/
75
28.0
11/12/75
28.0
11
/12/
75
10/19/70
10/70
H2S
H2S
Fe H2S, Fe
H2S Flow
s in
ra
iny
seas
on,
H2S
Flow
s in
ra
iny
seas
on,
H2S
___
Flow
s in
rainy
season
Flow
s, H2S
Flows, H2S
Over 10
0 gal/min, H2
S
50 g
al/min
Tabl
e 1. Records of
selected we
lls
and
test
holes in
Hendry
Coun
ty an
d adjacent areas Continued
level
I |
Water
qual
ity
|
He-552
7 43
30
Ge
nera
l De
velo
pmen
t Utilities
He-5
53
8 43
30
Gene
ral
Development
Uti
liti
es
He-5
54
22
45
29
Hendry Co
unty
He-555
21
44
29
Hend
ry Co
unty
He-5
56
21
44
29
Hendry Co
unty
He-557
28
43
28
Hend
ry Co
unty
He-5
58
28
43
28
Hend
ry Co
unty
He-5
59
10
44
28
Hendry Co
unty
He-560
10
44
28
Hend
ry County
He-5
61
23
43
28
Berry
Citrus Products
He-5
62
4 44
29
L. A. Ta
ylor
He-5
63
4 44
29
A.
A. Sp
ence
r
He-5
64
4 44
29
L. Cowan
260
250
240
1127
0
155
102 14 175 87 20 196
187
190
4 4 4 4 4 4 4 2 2 2 2
5
250
135 80 3
155 70 60 60
- 1.
96
- 5.
21
- 5.
32
- 1.
81
- 3.22
- 6.
00
- 6.64
10/23/75
10/23/75
10/23/75
10/24/75
10/24/75
10/21/75
10/21/75
210
180
1,14
0 1,
200
180
880
980
490 50 180
240
240
1,38
0
1,300
4,35
0 4,600
1,22
0
3,500
2,300
26.0
10/07/75
0
27.0
06
/16/
76
0,T
25.5
04
/16/
74
0
10/2
4/75
0,T
26.0
04
/15/
76
10/1
8/75
0
12/0
8/75
0,T
25.5
04/16/76
26.0
06
/14/
75
0
26.5
10/0
7/75
In
10/0
7/75
D
26.5
10
/07/
75
10/0
7/75
D
Dril
led
to 440
feet
Dril
led
to 340
feet
Dril
led
to 34
4 feet
Fe
H2S
H2S
H2S
Table 1. Records of
se
lect
ed we
lls
and
test ho
les
in Hendry Co
unty
an
d ad
jace
nt areas Continued
I Ca
sing
JJ
Wate
r level"
| Wa
ter
qual
ity
J
He-5
65
26
43
29
N. Ta
ylor
He-5
66
26
43
29
D. Fu
ssel
l
He-567
25
43
29
F. Ti
mmon
s
He-5
68
26
43
29
F. L. Wi
llia
ms
He-569
10
44
28
Hend
ry County
He-5
70
2 45
28
Hendry County
He-5
71
12
43
28 Wilson______
He-573
6 45
31
Atlantic L
and
and
Improvement
Co.
He-5
75
1 45
29
Atla
ntic
Lan
d an
d Improvment Co
.
He-5
77
31
42
29
A. Wi
lson
He-578
17
45
31
Atlantic L
and
and
Improvement
Co.
180
2
145
2
187
2
17
4
202
a
674
6
700
6
551
6
191 90 100 11
- 4.34
10/21/75
292
250
220
280
180 53 54
10/0
7/75
10/0
7/75
10/0
7/75
10/0
7/75
675
26.5
12/08/75
01/09/76
D D 0
H2S
H2S
H2S
H2S
346
1,160
1,08
0
680
2,00
0
11/07/75^
11/07/75
11/0
7/75
28.0
11
/07/
75
11/0
7/75
Flows, H2
S
Plug
ged
in 19
67
Plug
ged
from 316
-228
feet,
poss
ibly
sa
me
as He-121
H2S
Plug
ged
He-5
89
16
43
28
F. Ni
clos
1,140
12/0
2/75
Flows, H2
S
Tabl
e 1. Records of
selected wells
and
test
ho
les
in Hendry
Coun
ty and
adja
cent
areas Continued
He-590
16
43
28
F. Ni
clos
6
He-591
21
46
34
Sugarland Ranch
Southern
100
3 Division
He-5
92
28
43
29
Unkn
own
10
He-5
93
3 44
28
Cong
en Pr
oper
ties
54
6 6
He-5
94
28
43
31
U.S. Geological Su
rvey
30
0
He-6
00
16
43
29
Fla. De
pt.
of Agriculture
465
4
He-6
01
16
43
29
Fla. Dept.
of Ag
riculture
36
4
He-6
08
7 43
32
M. Ca
rlto
n 1.
50
He-6
09
7 43
32
Un
know
n 2
He-6
10
2 42
31
Unkn
own
40
2
He-6
11
15
43
32
Unkn
own
50
1.50
He-6
15
33
43
29
City of
La Belle
300
80
240
+27.
2 12/07/77
202
- 4.
38
01/2
7/76
40
1,530
625
N Flows
03/2
2/77
S,
T
28.5
01
/05/
75
960
12/0
3/75
N
810
3,42
0 28
.5
08/1
6/78
280
27.0
01
/27/
76
D28
0 2,
650
26.5
02
/02/
76
24
640
25.0
02
/10/
76
N
55
02/1
6/76
D
50
25.0
02
/16/
76
S
35
02/1
6/76
D,
S31
56
5 26
.0
02/08/77
32
532
25.0
02/08/77
S T
Flows, H2
S
Flow
s, 100
gal/min,
H2S,
pl
ugge
d
Flows, 20
gal/min, H2
S
H2S
H2S
H2S
Fe
Table 1. Records of
se
lect
ed w
ells
an
d test holes
in H
endr
y County an
d adjacent ar
eas
Cont
inue
d
He-616
He-617
He-618
He-619
He-620
He-621
He-622
He-623
He-624
He-625
He-626
He-627
26
10
32 25 19 30 19 24 24 14 24 24
43
43
42 43 43 43 43 44 44 44 44 44
29
29
29 28 29 29 29 29 29 29 29 29
City o
f La Belle
City of
La
Bell
e
City o
f La Belle
City of
La
Belle
City o
f La
Be
lle
City
of
La
Belle
City o
f La
Be
lle
Barfield
Barf
ield
Barfield
Barf
ield
Barfield
323
302
300
349
350
350
340
128
185
128
130
2 2 2 9 6 9 9
171
169
175
123
- 6.
6 07/09/76
147
- 6.2
07/0
9/76
-13.13
07/1
5/76
119
-12.20
07/15/76
T T T T
310
1,610
04/10/76
T,0
35 ga
l/mi
n
300
1,58
0 04
/19/
76
T,0
25 gal/min
280
1,540
04/2
0/76
T
40 g
al/m
in
Ir
300
1,58
0 27
.0
03/09/77
Ir
1,73
0 24
.5
07/1
5/76
40
0 ga
l/mi
n, sl
ight
320
1,700
25.5
03/09/77
He-628
18
43
29
City o
f La Be
lle
21
1213
-
4.34
01
/20/
7727
500
10/29/76
T27
5 gal/min; sp
ecif
ic
capacity 3
0.6
gal/min/ft
Table 1. Records of
selected w
ells
and
test
holes
in H
endr
y County a
nd adjacent areas Continued
Casing
JJ
Wate
r level
J I
Water
quality
J
_ri
He-629
He-6
30
He-6
33
He-634
He-635
He-636
He-637
He-6
38
He-6
39
He-6
40
He-641
He-642
He-643
He-644
_n 6 6 10 10 10 10 10 10 15 16 17 17 8 8
_n 44 44 43 43 43 43 43 43 43 43 43 43 44 44
_r L
33 33 34 34 34 34 34 34 34 34 34 34 30 30
1 L
Girl Sc
outs
Girl Scouts
Shup
e
Lamb
E. F. Colllns
0. H.
Sheppard
Vaughn
Irimia,
Jr.
H. Mitchell
Hend
ry G
ener
al Hos
pita
l
Q. Westberry
Swindle
Gutw
aln
Groves
Gutw
ain
Groves
__T~I
144 75 100 70 80 47 108 78 120 50 175
r-i n
rr
i \
2 33
-1.9
0 11/01/76
2 70
2 2 1.50
2 2 2 27
1.50
6 100
2 40
2 2 2
__r~i
140 90 100
100 95 80 95 95 180 45 45 830
680
_rc
1,060
1,030
1,01
0
1,02
0
1,030
1,03
0
1,140
1,11
0
1,280
765
735
4,460
3,27
0
i r
-11
23.0
11/01/76
25.0
01/06/77
01/0
6/77
01/0
6/77
01/0
6/77
01/0
6/77
01/0
6/77
25.5
01/11/77
24.5
03
/09/
77
25.0
01/11/77
01/11/77
01/13/77
01/1
3/77
_T
0 p Ir Ir Ir Ir Ir Ir D Ir Ir D D.Ir
i i
60 ga
l/ml
n, H2
S
H2S
Fe H2S
H2S
H2S
H2S
H2S
H2S
Fe Fe Fe HoS
Table 1. Records of
se
lect
ed w
ells
and
test
ho
les
In H
endry
Coun
ty and
adja
cent
areas Continued
He-6
45
He-6
46
He-647
He-6
48
o.
He-6
49
He-6
50
He-651
He-652
He-6
53
He-654
8
33 33 33 17 4 18 19 30 33
44 43 43 43 43 45 43 43 43 45
30 30 30 30 34 30 34 34 34 32
Gutw
ain
Grov
es
J. Ca
rmon
a
R. Mc
Clur
g
DeBr
uyn
Sugar land Ra
nch
Keri Fire To
wer
Sugar la
nd R
anch
Sugarland
Ranch
U.S.
Sugar
Corp.
Atlantic La
nd and
80 35 98 50 50 50 50 80
6 8 2 2 2 2 2 1.50
2 6
He-6
55
4 45
He-6
56
4 45
He-6
58
16
43
Improvement
Co.
32
Atlantic Land an
d Improvement
Co.
32
Atlantic Land an
d Improvement
Co.
34
Robe
rts
300
4
40
1.50
34
2
580 70 28 67 190
114
2,75
0
840
430
1,00
0
1,41
0
1,24
0
01/13/77
01/13/77
01/13/77
02/0
2/77
01/24/77
02/0
2/77
Ir Ir D Ir S D S
H2S
Fe Fe H2S
May
H2S
, Fe
, Fe be
i
, Fe
125
1,050
02/0
2/77
S
Fe
50
860
02/02/77
S H2S
90
1,01
0 24.5
02/0
2/77
S,
Ir
700
3,23
0
960
4,38
0
70
885
02/02/77
S H2S
02/02/77
S H2S
01/18/77
Ir
Table 1. Records of
se
lect
ed w
ells and
test
holes
in Hendry
Coun
ty and
adja
cent
areas Continued
He-659
16
43
34
T. Ta
ylor
He-6
60
20
43
34
R. We
ikel
y
He-6
61
17
43
33
Air
Glad
es Ai
r Pa
rk
He-6
62
9 43
34
U.S. Sugar
Corp
.
He-6
63
22
43
31
E. Do
oley
He-6
64
22
43
31
J. Wa
lter
s
He-6
65
34
43
31
J. W. Ca
rter
He-6
66
34
43
31
J. W.
Carter
He-6
67
34
43
31
Pion
eer
Gene
ral
Store
He-6
68
22
43
31
G. Austra
He-6
69
18
43
34
U.S. Sugar
Corp
.
He-6
70
20
43
34
U.S. Su
gar
Corp
.
He-6
71
20
43
34
U.S.
Sugar
Corp
.
He-6
72
19
43
34
U.S. Su
gar
Corp
.
20 44 90 100 37 11 83 20 43 20
2 2 6 2 2 2 2 2 2 2 2 2 2 1.50
20 44 40 40
70 75 65 25 40
775
885
890
470
600
01/1
8/77
25.0
01/18/77
01/1
8/77
01/20/77
01/2
0/77
01/24/77
Ir Ir P Ir D Ir
Fe 180
Fe Fe
gal/
min
120
1,080
01/24/77
Ir,D
H2S
40
635
25.0
01/2
4/77
Ir
Fe
45
680
80
790
90
1,09
0
75
850
65
915
70
885
01/2
4/77
D
01/2
4/77
Ir
02/11/77
S
02/11/77
S
02/11/77
S
02/1
1/77
S
Fe Fe
Fe Fe
Table 1. Records of
selected we
lls
and
test
ho
les
in Hendry
Coun
ty an
d ad
jace
nt areas Continued
Casing
II
Wate
r level
"1
I Wa
ter
qual
ity"
He-6
73
19
43
34
U.S. Su
gar
Corp.
He-6
74
19
43
34
U.S. Sugar
Corp
.
He-6
76
25
43
33
U.S.
Sugar
Corp
.
He-6
80
18
43
34
U.S. Su
gar
Corp,
He-6
81
22
47
34
U.S.
Sugar
Corp.
He-6
82
11
48
34
U.S.
Sugar
Corp
.
He-6
83
11
48
34
U.S.
Su
gar
Corp
.
He-684
10
48
34
U.S. Sugar
Corp
.
He-6
85
9 48
34
U.
S. Sugar
Corp
.
He-6
86
8 48
34
U.S.
Sugar
Corp
.
He-6
87
8 48
34
U.S. Su
gar
Corp
,
He-6
88
8 48
34
U.S.
Sugar
Corp
.
He-6
89
8 48
34
U.S. Sugar
Corp
.
1.50
2 2 6 6 6 6 6 6 6 6 6
130
1,800
02/1
1/77
S
80
1,00
0 23
.5
02/1
1/77
S
120
1,150
02/1
1/77
S
40
705
02/11/77
50
685
25.5
02
/15/
77
Ir
65 62 90 60 52 55 60 75
875
845
02/15/77
Ir
02/15/77
Ir
925
25.5
02
/15/
77
Ir
840
25.5
02
/15/
77
Ir
785
25.5
02/15/77
Ir
810
25.5
02/15/77
Ir
825
25.5
02
/15/
77
Ir
870
25.5
02
/15/
77
Ir
H2S
Fe Fe 500
gal/
min;
ne
arby
we
lls
have si
mila
r yi
eld;
H2
S
H2S
Table 1. Records of
selected we
lls
and
test
ho
les
in Hendry
Coun
ty and
adja
cent
areas Continued
Casi
ng
T Water
level
^ ^ W
H H
>
-ii
ii iii
ii.lii
.i 11
1 yiy
iin
i in
in
.
__r
He-
690
He-
691
He-
692
He-
693
He-
694
He-
695
He-
696
He-
697
He-
698
He-
699
He-
700
He-
701
He-
702
He-
703
He-
704
LT 21 34
3 5 2 10 4 4 5 9 5 6 3 2 10
i_r
47 47 48 48 48 48 48 48 48 48 48 48 48 48 48
i_r
34 34 34 34 34 34 34 34 34 34 34 34 34 34 34
I U.
U.
U.
U.
U.
U.
U.
U.
U.
U.
U.
U.
U.
U.
U.S
. S.
S.
S.
S.
S.
S.
S.
S. S.
S.
S.
S.
S. S.
Sug
ar
Sug
ar
Sug
ar
Sug
ar
Sug
ar
Sug
ar
Sug
ar
Sug
ar
Sug
ar
Sug
ar
Sug
ar
Sug
ar
Sug
ar
Sug
ar
Sug
ar
Cor
p.
Cor
p.
Corp
.
Cor
p.
Corp
.
Cor
p.
Corp
.
Corp
.
Cor
p.
Cor
p.
Cor
p.
Cor
p.
Cor
p.
Cor
p.
Corp
.
1 1 1
1
85
6
126
6 6 6 6 6 6 6 6 6 6 6 6 6 6
rr
i r
i i
9.44
02/17/77
3.36
02/17/77
65 85 65 55 70 60 85 80 95 100 55 80 65
__ri 770
925
895
820
850
775
905
890
945
965
825
915
825
L_ 25 25 25 25 25 25 25 24 25 25 26
J .0 .5 .5 .5 .5 .0 .0 .5 .0 .5 .0
r i
i
02/17/77
02/1
7/77
02/17/77
02/17/77
02/17/77
02/17/77
02/17/77
02/17/77
02/17/77
02/17/77
02/17/77
02/17/77
02/17/77
LT N N S S,Ir
S,Ir
S,Ir
S,Ir
S,Ir
S,Ir
S,Ir
S,Ir
S,Ir
S,Ir
S,Ir
i «
H2S
H2S
H2S
H2S
H2S
H2S
H2S H2S
H2S
H2S
H2S
H2S
Table 1. Records of
se
lect
ed we
lls
and
test
ho
les
in Hendry
Coun
ty and
adjacent areas Continued
He-
705
He-
706
He-
707
He-
708
^
He-
709
He-
7 10
He-
711
He-
712
He-
7 13
He-
714
He-
7 15
He-
7 16
He-
717
He-
7 18
33 3 34 34 21 18 16
8 7 6
17 11 11 11
47 48 47 47 47 47 47 47 47 47 43 44 44 44
34 34 34 34 34 34 34 34 34 34 29 29 29 29
U.
U.
U.
U.
U.
U.
U.
U.
U.
U. w. p. p. p.
s. s. s. s. s. s. s. s. s. s. G 0 0 0
Sug
ar
Sug
ar
Sug
ar
Sug
ar
Sug
ar
Sug
ar
^il
gA
T^
Sug
ar
Sug
ar
Sug
ar
Cor
p.
Cor
p.
Cor
p.
Cor
p.
Cor
p.
Corp
.
Cor
p.
Cor
p.
Cor
p.
Cor
p.
. W
oo s
ley
' Ban
non
' Ban
non
' Ban
non
6 6 6 6 6 6 fi 10 6 4
34
6
150
6
150
6
20
3
28
105
770
25.5
02/17/77
S.Ir
H2S
60
805
25.5
02
/17/
77
S.Ir
H2
S
60
835
25.5
02/17/77
S.Ir
H2
S
70
845
25.0
02/17/77
S.Ir
Slight H2S
35
615
25.5
02/17/77
S.Ir
35
620
25.0
02/17/77
S.Ir
35- -£80 25^5 02/17/77 S^lr
30
530
25.0
02
/17/
77
S.Ir
H2
S
30
560
25.0
02
/17/
77
S,Ir
H2
S
65
740
25.0
02
/17/
77
D.Ir
H2S
Ir Ir Ir
Table 1.
Rec
ords of selected we
lls
and
test
ho
les
in H
endr
y County an
d adjacent areas Continued
Casing
JJ
Water
level ~
I Water
quality
J
He-719
11
44
29
P. O'
Bann
on
He-720
11
44
29
P. O'Bannon
He-7
21
11
43
28
G. Au
stin
He-722
11
43
28
G. Austin
He-723
4 46
33
E.
C.
Mi
lls
He-724
4 46
33
E. C. Mills
He-725
4 46
33
E. C.
Mi
lls
He-726
9 46
34
J. W.
Da
vis
He-727
9 46
34
J. W.
Da
vis
He-728
9 46
34
J. W. Davis
He-729
16
46
34
J. W. Davis
He-731
1 43
28
Bo
wman
's Fa
rms
He-732
28
45
34
E. C.
Mi
lls
He-733
9 45
34
B. F.
Paige
20 150
140 20 109
109
109 70 70 70 70 150
109
110
3 6 6 4 6 9 6 8 8 8 8 6 9 8
50 50 50 54 50 52 52 50
Ir
Ir Ir
Ir
Ir
Ir
Ir
Ir
Tabl
e 1. Records of
se
lect
ed w
ells and
test ho
les
in H
endry
Coun
ty an
d ad
jace
nt areas Continued
Casi
ng
11
Water
leve
l I
j Water
qual
ity
He-735
He-7
36
He-737
He-7
38
He-739
He-7
40
He-7
41
He-742
He-743
He-7
44
He-745
He-7
46
He-747
He-7
50
34
34
34
34 34 12 12 12 12 12 20 20 26
4
45
45
45
45 45 43 43 43 43 43 45 45 43 43
29
29
29
29 29 29 29 29 29 29 29 29 29 28
J. E. Ch
arlt
on
J. E.
Ch
arlt
on
J. E. Ch
arlt
on
J. E.
Ch
arlt
on
J. E. Ch
arlt
on
Hendry Fr
uit
Co.
Hend
ry Fruit
Co.
Hendry Fr
uit
Co.
Hend
ry Fr
uit
Co.
Hendry Fruit
Co.
Felda
Ranc
h
Feld
a Ranch
R. Cr
awfo
rd
C. Jones
30
26
58
58 58.
50 50 50 50 50 33 33 47
3 3 6 6 4 6 6 5 5 5 6 6 6 8
Ir
30
Ir IrSh
allo
w
Table 1. Records of
se
lect
ed wells and
test
hol
es in
Hendry County and
adjacent areas Continued
Casi
ng
ll
Wate
r level
] I
Water
qual
ity
He-7
51
4 43
28
C. Jones
He-7
52
3 45
34
J. Hi
llar
d
He-7
53
3 45
34
J. Hi
llar
d
He-7
54
3 45
34
J. Hi
llar
d
He-7
55
4 45
34
J. Hi
llar
d
He-7
57
29
43
28 La Belle
Porta Ro
om
He-7
58
29
43
28
S. Jo
hnso
n
He-7
59
29
43
28
Hoop
man
He-760
29
43
28
J. H. Jo
nes
He-761
29
43
28
M. Benedetta
He-7
62
29
43
28
M. R. Smith
He-7
63
29
43
28
J. Se
ller
s
He-7
64
29
43
28
J. L. Mo
ss
He-7
65
29
43
28
Cott
on C
uttrelle
He-7
66
28
43
29
G. Jeffords
150
150
150
150 52 10 190
210 60 79 68 18 65
8 6 6 8 8 2 2 4 3 2 2 2 1.50
2
- 5.
25
03/17/77
__ n.
480
800
610
320
300
540
280
1,3
00
_rt_
2,1
70
3,2
00
2,5
50
1,6
50
1,4
50
2,3
50
1,0
70
4,6
00
j r
11
03
/17
/77
03/1
7/7
7
03
/17
/77
03
/17
/77
03/1
7/7
7
03
/17
/77
03
/17
/77
03
/17
/77
r i
i
Ir
Shal
low
Ir
Ir
Ir Ir D D N
H2S
D H2
S
D H2
S,
Fe
D D H
2S
D D
Tabl
e 1. Records of
selected we
lls
and
test
ho
les
in H
endry
Coun
ty and
adja
cent
areas Continued
He-7
67
He-7
68
He-7
69
He-7
70
2
He-7
71
He-7
72
He-774
He-7
75
He-776
He-777
He-778
He-7
79
He-780
He-7
81
28 27 34 27 27 8
32 32 32 32 32 32 32 32
43 43 43 43 43 43 42 42 42 42 42 42 42 42
28 28 28 28 28 29 29 29 29 29 29 29 29 29
G. Jeffords
Cong
en Properties
Cong
en Properties
Cong
en Properties
Cong
en Properties
D. Scroggins
Beac
loav
es Ralli state
R. Ho
lt
Unkn
own
L. J. No
bles
Coun
ty Li
ne Tr
aile
r Co
urt
J. F. Do
ub
P. Re
nnol
ds
E. Ne
wsom
e
65 24 50 116 46 120 95 70 40 196 30
145 45
3 2 2 2 2 2 1 2 2 1.25
2 2 1.75
12 42 90 85
- 7.
80
04/12/77
1,30
0
150
240
360
120
150 60 210
340
120 40 50 30
5,300
1,29
0
1,840
940
1,210
1,10
0
1,240
2,82
0
830
790
610
625
03/17/77
03/31/77
03/31/77
03/31/77
03/3
1/77
03/31/77
04/12/77
04/12/77
04/12/77
04/12/77
04/12/77
04/12/77
04/12/77
Ir Ir In,Ir
D,Ir
Ir S D N Ir D Ir
H2S
Fe H2S
H2S
Fe
Table I. Re
cord
s of se
lect
ed wel
ls and
test
holes
in Hendry
Coun
ty a
nd adjacent areas Continued
Casi
ng
Jl
Wate
r le
vel
] I
Wate
r qu
alit
y "1
He-7
82
32
42
29
Scobee
He-7
83
32
42
29
Mill
er
He-7
84
31
42
29
P. Al
berr
y
He-7
85
31
42
29
Tuck
er
He-787
1 43
28
Yarb
roug
h
He-7
88
1 43
28
Howard Slater Hous
e
He-7
89
1 43
28
E. Snider
He-7
90
11
43
28
A. E.
Wilson Rea
lty
He-791
11
43
28
S. Parson
He-7
92
2 43
28
G. Mayberry
He-7
93
2 43
28
J. Alley
He-7
94
2 43
28
E. J. Cr
oft
He-7
95
2 43
28
E. J. Cr
oft
He-7
99
10
43
28
Ft.
Dena
ud Cemetary
75 68 85 100
100
182 48 90 112 28 120
120 15
100 21
45 40 45 40 12 70 20
15
685
700
530
675
430
705
640
210
1,240
55
680
30
540
45
635
40
595
25
515
180
1,12
0
04/12/77
D
04/1
2/77
D
04/1
2/77
Ir
04/12/77
04/13/77
D
04/1
3/77
D
04/1
3/77
D
04/1
3/77
D
04/1
3/77
D
04/13/77
D,Ir
Fe
04/1
3/77
D,
Ir
H2S
04/1
3/77
D
04/1
3/77
Ir
Fe
04/1
3/77
Ir
H2S
H2S
H2S Flows, H2S
Table 1. Records of selected wells
and
test
ho
les
in H
endry
Coun
ty and
adjacent areas Continued
He-8
00
7 45
29
A. Duda &
Sons
He-8
01
7 45
29
A. Du
da &
Sons
He-8
02
12
45
28
A. Duda &
Sons
He-803
6 45
29
A. Du
da &
Sons
He-8
06
46
32
Coll
ier
Corp.
He-8
07
46
32
Coll
ier
Corp
.
He-8
08
He-8
09
He-8
10
46
32
Coll
ier
Corp.
46
32
Coll
ier
Corp
,
46
30
Coll
ier
Corp
.
He-811
6 46
31
Coll
ier
Corp
.
He-812
6 47
31
Co
llie
r Corp.
He-8
13
7 47
31
Coll
ier
Corp
.
100
1.50
100
1.25
100
4
100
1.25
80
13
70
8
70
8
70
8
70
8
70
8 6
35
8
- 5.07
03/17/77
- 4.02
05/17/77
25 28 50 30 100 70
540
04/1
9/77
D,
In
530
04/1
9/77
D,S
610
04/19/77
Ir
580
04/19/77
D,S
890
04/21/77
Ir
790
25.5
04/21/77
Ir
40
690
25.5
04
/21/
77
Ir
180
1,35
0 25.5
04/2
1/77
Ir
120
1,00
0 25
.0
04/21/77
Ir
180
1,30
0 25
.5
04/21/77
Ir
55
730
24.5
05
/17/
77
S
55
705
24.5
05
/17/
77
Ir
H2S
Fe H2&,
no
t shown
on map
H2S,
greenish-colored
wate
r, 30
0 ga
l/mi
n,
not
shown
on nap
H2S
, 350
gal/
min,
no
t shown
on map
H2S, 300
gal/
min,
no
t shown
on map
H2S
, 400
gal/
min,
no
t shown
on map
H2S
, 400
gal/
min
Tabl
e 1. Records of
se
lect
ed w
ells
and
test
ho
les
in H
endry
Coun
ty and
adja
cent
areas Continued
He-814
5 47
31
Coll
ier
Corp.
He-819
6 47
31
Coll
ier
Corp
.
He-8
20
31
46
31
Coll
ier
Corp.
He-8
21
31
46
31
Coll
ier
Corp
.
He-8
30
7 48
31
Baron
Coll
ier
III
He-8
31
8 48
31
Baro
n Co
llie
r II
I
He-832
8 48
31
Baron
Coll
ier
III
He-8
33
15
48
31
Baro
n Co
llie
r II
I
He-834
14
48
31
Baron
Coll
ier
III
He-8
35
13
48
31
Baro
n Co
llie
r II
I
He-836
12
48
31
Baron
Coll
ier
III
He-8
37
1 48
31
Baro
n Co
llie
r II
I
He-8
38
2 48
31
Baron
Coll
ier
III
He-8
39
11
48
31
Baro
n Co
llie
r II
I
Trus
t
Trust
Trus
t
Trus
t
Trus
t
Trus
t
Trus
t
Trust
Trus
t
Trust
43 53 59 45 148 63 67 55 65 78 79 63 48
8 8 8 8 8 8 6 6 8 8 8 10 6 8
- 5.
- 5.
- 5.
- 4.
- 5.
- 6.
- 4.
- 3.
- 4.
- 3.
- 3.
- 3.
- 4.
67 87 12 63 73 23 46 85 06 82 57 26 25
05/1
7/77
05/1
7/77
05/1
8/77
06/0
8/77
06/0
8/77
06/0
8/77
06/08/77
06/0
9/77
06/08/77
06/08/77
06/08/77
06/0
8/77
06/08/77
66 45 120
130 36 56 100 40 34 32 32 40 39 31
725
610
1,080
1,180
680
770
950
790
780
715
610
820
770
750
24.5
05/18/77
Ir
25.5
05
/18/
77
Ir
25.0
05/18/77
Ir
25.0
05/18/77
Ir
24.5
06/08/77
Ir
23.0
06/08/77
Ir
24.0
06/08/77
Ir
24.0
06/08/77
Ir
24.0
06/09/77
Ir
06/08/77
Ir
06/08/77
Ir
06/08/77
Ir
06/08/77
Ir
06/08/77
Ir
Tabl
e 1. Records of
se
lect
ed w
ells
and
test ho
les
in H
endr
y Co
unty
and
adjacent areas Continued
He-840
He-8
41
He-842
He-8
43
S
He-844
He-845
He-8
46
He-847
He-8
48
He-849
He-8
51
He-852
He-8
53
He-854
3 4 5 5
31
6 28 27 23 15 21 4 32 10
48 48 48 48 47 48 47 47 47 47 44 45 44 45
31
Baron
Coll
ier
III
Trust
31
Coll
ier
Group
31
Coll
ier
Group
31
Coll
ier
Grou
p
31
Coll
ier
Group
31
Coll
ier
Group
31
Coll
ier
Group
31
Coll
ier
Group
31
Coll
ier
Group
31
Baro
n Co
llie
r II
I Tr
ust
29
Hendry Co
unty
30
Hend
ry County
31
Hend
ry Co
unty
33
Hend
ry County
list
42 69 39 35 55 46 51 62
list
34 13 17 61 14
8 6 6 8 8 8 6 13 8 4 4 4 4
- 4.
- 5.
- 4.
- 5.
- 5.
- 2.
- 1.
- 2.
- 2.
5-0.
9-1.
17
- 2.
3-1.
45 03 20 15 11 00 98 64 88 90 37 61 00
06/08/77
06/0
9/77
06/09/77
06/09/77
06/09/77
08/03/77
08/0
3/77
08/0
3/77
08/0
3/77
08/2
5/77
09/07/77
08/25/77
08/31/77
34 35
1,26
0 30 36 38 35 30 35 30 200 60 50 22
780
830
5,30
0
740
730
760
685
680
675
640
1,59
0
710
760
840
06/08/77
06/0
9/77
06/09/77
24.5
06/09/77
24.5
06/09/77
06/0
9/77
24.5
08/03/77
24.5
08/03/77
24.5
08/03/77
23.5
08/03/77
24.0
02/2
2/78
08/12/77
08/12/77
24.5
02/2
5/78
Ir Ir Ir Ir Ir Ir Ir Ir 0 0 0 0
Flows
wild
H2S
80 ga
l/mi
n
Tabl
e 1. Records of
selected w
ells and
test
ho
les
in Hendry
County and
adja
cent
areas Continued
He-855
34
45
32
Hend
ry County
90
4
He-8
56
34
45
32
Hend
ry Co
unty
11
4
He-857
10
43
31
U.S. Ge
olog
ical
Survey
20
4
He-8
58
27
43
32
U.S.
Geological Su
rvey
20
4
He-859
24
46
32
Hend
ry County
59
4
He-8
60
24
46
32
Hend
ry Co
unty
17
4
He-8
61
24
48
34
Hend
ry County
70
4
He-8
62
24
48
34
Hendry Co
unty
11
4
He-8
63
22
44
32
R. S. Ig
lesi
as
26
2
He-8
64
15
44
32
S. Ro
drig
uez
25
1.50
He-8
65
25
44
32
Unknown
2
He-8
66
31
44
33
T. Pi
nero
93
2
He-867
26
44
32
0. Arrue
61
1.50
He-8
68
27
47
33
Hend
ry Co
unty
97
4
70
- 1.97
08/3
1/77
4 -
0.74
08
/31/
77
20
- 2.
96
08/2
2/77
- 2.27
09/07/77
58
- 1.
18
09/0
7/77
9 -
1.06
09/07/77
37
- 3.
18
09/0
1/77
7 -
1.67
09/01/77
84
+ 1.4
4
09/2
8/7
7
110
940
08/1
2/7
7
0
21
332
02
/23
/78
0 0
4
gal
/min
96
675
02
/22
/78
0 0
32
630
20.0
02/2
3/78
0
65
854
02/2
5/78
0
27
620
23.0
02
/25/
78
0
114
810
09/08/77
Ir
Fe
55
660
09/0
8/77
D,
Ir
Fe
55
670
09/0
8/77
D,
Ir
Fe
200
1,40
0 09/08/77
D H2S
150
1,55
0 09/08/77
D,Ir
100
02/2
3/78
0
Tabl
e 1. Records of selected we
lls
and
test
ho
les
in H
endry
Coun
ty an
d ad
jace
nt areas Continued
i _ r
i
He-8
69
He-8
70
He-8
71
He-8
72
He-873
He-8
74
He-8
75
He-8
76
He-8
77
He-8
78
_ri 7
28 35 36 36 36 36 19 29 29
_ri
45 45 45 45 45
45 45 45 45 45
_T
1
31 31 31 31 31 31 31 32 32 32
i
Atlantic La
nd
Improvment Co.
Atlantic Land
Improvement
Co
Atlantic L
and
Improvement
Co
Atlantic L
and
Improvement
Co
Atlantic L
and
Improvement
Co
Atlantic Land
Impr
ovem
ent
Co
Atlantic L
and
Impr
ovem
ent
Co
Atlantic Land
Improvement
Co
Atlantic La
nd
Impr
ovem
ent
Co
Atlantic L
and
i i
and
and
and
and
and
and
and
and
and
and
34
6
26
6
73
6
72
6
68 70
6
80
6
79
8
80
6
0.92
09/14/77
40
610
24.5
09/14/77
Ir
Slight H2S
, Fe
4.84
09/14/77
20
670
24.0
09/14/77
Ir
- 2.55
60
1,220
24.5
09/14/77
Ir Ir Ir
59 39
Ir Ir
- 1.
93
09/14/77
105
1,320
25.0
09/15/77
N
73
6 50
-
2.46
09/20/77
150
1,18
0 24
.0
09/20/77
Ir
H2S
50Ir
Impr
ovem
ent
Co,
Table 1. Records of
se
lect
ed we
lls
and
test
ho
les
in Hendry
Coun
ty and
adjacent areas Continued
He-8
80
13
48
34
Semi
nole
In
dian
Tri
be
He-8
81
25
48
34
Semi
nole
In
dian
Tri
be
He-8
82
30
48
34
Semi
nole
In
dian
Tri
be
He-8
83
23
48
33
Semi
nole
In
dian
Tri
be
He-884
18
48
33
Semi
nole
In
dian
Tribe
He-8
85
6 45
32
He
ndry
Co
unty
He-8
86
34
45
32
Atlantic La
nd an
d Im
prov
emen
t Co
.
He-8
87
1 45
32
Atlantic L
and
and
Impr
ovem
ent
Co.
He-8
88
28
45
33
Atlantic La
nd an
d Improvement
Co.
He-8
89
36
45
33
Atlantic La
nd an
d Im
prov
emen
t Co
.
He-8
90
1 45
33
Atla
ntic
Land
and
Impr
ovem
ent
Co.
He-8
91
10
45
33
Atlantic Land an
d Im
prov
emen
t Co
.
95
6
108
8
103
6
105
6
67
4
300 85
6
134
6
130
6
88
6
125
8
105
6
62
+ 0.
06
09/13/77
- 0.
73
09/13/77
- 0.
96
09/13/77
- 1.
52
09/1
3/77
- 1.
70
09/20/77
- 2.17
09/20/77
60
840
24.0
09
/13/
77
Ir
24.5
09
/13/
77
Ir
H2S
80
1,000
24.5
09/1
3/77
Ir
115
970
24.5
09/13/77
Ir
H2S
62
675
24.0
02
/25/
78
0 T
230
1,48
0 24
.0
09/20/77
Ir
H2S,
Fe
Ir
H2S,
Fe
97
- 0.62
09/20/77
280
1,62
0 25
.0
09/20/77
Ir
- 0.
7 09/20/77
50
600
24.5
09/20/77
Ir
- 0.
66
09/20/77
210
1,300
24.5
09/2
0/77
Ir Ir
Table 1. Records of
se
lect
ed wel
ls an
d test ho
les
in H
endry County a
nd ad
jace
nt areas Continued
He-892
15
45
33
Atlantic La
nd an
d Imp ro
veme
n t
Co.
He-8
93
15
45
33
Atlantic Land an
d Im
prov
emen
t Co
.
He-8
94
9 48
33
Se
mino
le In
dian
Tribe
He-900
10
45
33
Hend
ry County
He-9
01
35
46
31
Hend
ry Co
unty
He-902
36
46
33
Hend
ry Co
unty
He-907
16
43
34
U.S. Geological Survey
He-9
08
33
46
32
U.S.
Geological Su
rvey
He-909
11
45
30
U.S. Geological Survey
He-9
10
18
43
29
City
of La
Belle
He-911
18
43
29
City of
La Belle
He-912
18
43
29
City
of
La Belle
115
6
120
6
an T
ribe
;al Survey
al Su
rvey
al Survey
lie
lie
lie
53
285
300
280
250
165
190 25 30 37
6 4 4 4 12 12 12
169
120
122 16 22 22
- 1.
12
09/13/77
70
Ir
Ir
820
24.5
09
/13/
77
Ir
T,0
T,0
T,0
Lost
ci
rcul
atio
n at
100
feet
Table
1. Records of
selected we
lls
and
test ho
les
In H
endry
Coun
ty an
d ad
jace
nt areas Continued
Casing ~
|[
Water
level
j |
Wate
r qu
alit
y |
C-63
2 31
46
29
Immokalee
Util
itie
s
C-875
1 46
29
Atlantic La
nd an
d Im
prov
emen
t Co.
C-876
12
46
29
Atlantic L
and
and
Impr
ovem
ent
Co.
C-877
2 46
29
Atla
ntic
La
nd an
d Improvement
Co.
C-878
1 45
29
Atlantic La
nd an
d Im
prov
emen
t Co.
C-87
9 1
46
29
Atlantic La
nd an
d Im
p r o
v em
en t
Co.
C-88
0 2
46
29
Atlantic L
and
and
Improvement
Co.
C-88
1 2
46
29
Atlantic L
and
and
Impr
ovem
ent
Co.
C-88
2 2
46
29
Atlantic Land an
d Im
prov
emen
t Co.
C-88
3 3
46
28
Atlantic Land an
d Improvement
Co.
340
1.25
225
- 6.50
11/05/76
502
11/05/76
T,0
615
4 306
1,18
0 28
.0
11/1
3/75
Ir
593
4 305
4
327+
6210
1,28
0
1,03
0
1,10
0
1,13
0
980
1,00
0
1,00
0
840
28.0
11/13/75
Ir
28.0
11/13/75
Ir
28.0
11/13/75
Ir
27.5
11/13/75
Ir
28.0
11/13/75
Ir
27.5
11/13/75
Ir
28.0
11
/13/
75
11/
07/7
5
20 g
al/m
in
Flo
ws,
90
gal
/min
, H
2S,
sam
e as
H
e-58
4
Flo
ws,
10
0 gal
/min
, H
2S,
sam
e as
H
e-58
5
Flo
ws,
25
g
al/m
in,
H2S
, sa
me
as
He-
581
Flo
ws,
50
g
al/m
in,
H2S
, sa
me
as
He-
582
Flo
ws,
20
gal
/min
, H
2S,
sam
e as
H
e-58
3
Flo
ws,
10
gal
/min
, H
2S,
sam
e as
H
e-58
0
Flo
ws,
50
g
al/m
in,
H2S
, sa
me
as
He-
548
Flo
ws,
H
2S,
sam
e as
H
e-54
9
Sam
e as
H
e-57
6,
plu
gged
Tabl
e 1. Records of
se
lect
ed w
ells
and
test ho
les
in Hendry C
ounty
and
adja
cent
areas Continued
Gl-517
36
42
29
Gene
ral
Development
Utilities
Gl-3
15
36
42
29
Nico
ll
Gl-3
16
34
42
30
McGi
ll
Gl-3
17
34
42
30
H. Cross
Gl-3
18
28
42
31 Mc
Naug
hton
Gl-3
19
28
42
31
R. Ke
ith
Gl-3
20
28
42
31
J. Seay
Gl-3
21
28
42
31
J. B. He
ndry
138
8
120
2
76
1.50
100+
2
78
1.50
72
2
85
2
80
4
128
- 4.
65
09/3
0/75
70
P,0
90
02/1
6/76
D
60
25.5
02/1
6/7
6
D
60
02
/16
/76
D
^4
5_
__
__
_ _
02
/15/
76
D
40
02
/16
/76
D
45
02/1
6/76
D
34
720
24.0
1
1/0
3/7
6
In
240
gal
/min
; sp
e
cif
ic
capac
ity 4
7.7
g
al/
min
/ft;
sa
me
as
He-
517
H2S
, sa
me
as
He-
602
H2&
, sa
me
as
He-
603
^S
, sa
me
as
He-
604
H2S
, sa
me
as H
e-60
5
H2S
, sa
me
as
He-
606
H2S
, sa
me
as
He-
607
Sam
e as
H
e-63
1
Table 2. Lithologic logs of test holes
He-429Lat 26 044 f 48", long 81°26'16"
sec.9, T.43 S., R.29 E.
(Numbers in parentheses correspond to numbers used in the Rock-Color Chart by Goddard and others, 1948)
Thickness Depth ______________Description_________________(feet) (feet)
Sand, very pale-orange (10 YR 8/2); quartz, fine to medium, well sorted, subangular to subrounded; abundant shell fragments 3 3
Limestone, white (N 9); packed biomicrite,sandy; well consolidated 44 47
Limestone, very light-gray (N 8); poorly washed biosparite, sandy; well consolidated; some shell fragments 16 63
Limestone, yellowish-gray (5 Y 8/1); poorly washed biosparite, sandy; well consolidated; some shell fragments 20 83
Sand, olive-gray (5 Y 4/1); quartz, very fine to fine, well sorted, angular to subangular; clayey; some shell fragments 45 128
Sand as above; some limestone, yellowish-gray(5 Y 8/1); sparse biomicrite, silty 5 133
Limestone, yellowish-gray (5 Y 8/1); sparse biomicrite, silty, slightly phosphatic; loosely consolidated 10 143
Limestone, yellowish-gray (5 Y 8/1); fossilif- erous micrite, sandy, slightly phosphatic; loosely consolidated 20 163
Limestone, white (N 9); fossiliferous micrite,slightly phosphatic; loosely consolidated 15 178
Limestone, white (N 9); sparse biomicrite, sandy, slightly phosphatic; loosely consoli dated 25 203
Sand, yellowish-gray (5 Y 7/2); quartz, very fine to fine, well sorted, angular to suban gular; traces of phosphorite; clayey, slight ly calcareous; some shell fragments 5 208
72
Table 2. Lithologic logs of test holes Continued
He-429 Cont inuedLat 26°44 f 48", long 81°26 f 16"
sec.9, T.43 S., R.29 E.
DescriptionThickness Depth
(feet) (feet)
Limestone, yellowish-gray (5 Y 8/1); sparse biomicrite, sandy, slightly phosphatic loosely consolidated
Limestone, yellowish-gray (5 Y 8/1); sparse biomicrite, slightly phosphatic; loosei.y consolidated
i
Limestone, yellowish-gray (5 Y 8/1); sparse biomicrite, sandy, slightly phosphatic^ loosely consolidated; minor phosphorite pe D D.Le s .
Sandstone, yellowish-gray (5 Y 8/1); quartzose, fine grained, well sorted, very angular to subangular; silty; clayey, calcareous;'well consolidated -^
Limestone, yellowish-gray (5 Y 7/2); sparse bi omicrite, phosphatic; loosely consolidated
iLimestone, yellowish-gray (5 Y 7/2); packed
biomicrite, slightly phosphatic; loosely consolidated
Limestone, yellowish-gray (5 Y 8/1); sparse biomicrite, slightly phosphatic, silty; loosely consolidated
16
10
32
15
215
231
238
248
280
288
303
73
Table 2. Lithologic logs of test holes Continued
He-431Lat 26°43 f 57", long 81°26 f 16 M
sec.16, T.43 S., R.29 E.
Thickness Depth ______________Description_________________(feet) (feet)
Sand, dark-yellowish-brown (10 YR 4/2); quartz, fine to medium, moderately sorted, subangular to subrounded; some shell fragments 8 8
Limestone, yellowish-gray (5 Y 8/1); sparse biomicrite, sandy; moderately consolidated; abundant shell fragments 43 51
Sand, light-olive-gray (5 Y 5/2); quartz, fine to medium, well sorted, angular to subround ed; clayey, calcareous; slightly phosphatic; some shell fragments; some limestone, yellow ish-grey (5 Y 8/1); fossiliferous micrite 64 115
Limestone, yellowish-gray (5 Y 8/1); poorly washed biosparite; well consolidated; abun dant shell fragments 8 123
Claystone, light-olive-gray (5 Y 5/2); sandy; some limestone, micrite; well consolidated; some shell fragments 5 128
Gravel, variable in color; quartz, granules to pebbles, moderately sorted, rounded to well rounded, some slightly phosphatized; quartz conglomerate, carbonaceous-calcareous cement _ __ ____ j^ 143
Limestone, yellowish-gray (5 Y 8/1); sparse biomicrite; well consolidated; molds are evident 16 159
Limestone, yellowish-gray (5 Y 8/1); sparsebiomicrite, silty; loosely consolidated 9 168
Limestone, yellowish-gray (5 Y 8/1); fossilif erous micrite, sandy; loosely consolidated 25 193
Limestone, yellowish-gray (5 Y 8/1); fossilif erous micrite; loosely consolidated 15 208
74
Table 2. Lithologic logs of test holes Continued
He-431 Continued Lat 26 043 f 57", long S1°26'16"
sec.16, T.43 S., R.29 E.
DescriptionThickness Depth
(feet) (feet)
Limestone, yellowish-gray (5 Y 8/1); fossiLif- erous micrite, sandy, slightly phosphatit below 223 feet; loosely consolidated 50
Limestone, yellowish-gray (5 Y 8/1); spars; biomicrite, sandy, phosphatic; loosely con solidated
someClay, light-olive-gray (5 Y 5/2); silty;phosphorite granules, decreasing in quantity below 283 feet; some shell fragments-
Limestone, yellowish-gray (5 Y 7/2); sparse biomicrite, silty, phosphatic; moderately consolidated -
40
20
258
263
303
323
75
Table 2. Lithologic logs of test holes Continued
He-519Lat 26°31 f 57", long 81°32'06"
sec.29, T.45 S., R.28 E.
Thickness Depth ______________Description_________________(feet) (feet)
Limestone, yellowish-gray (5 Y 8/1); sparse biomicrite, sandy; well consolidated; some phosphorite granules; some clay 50 50
Limestone, yellowish-gray (5 Y 8/1); fossilif- erous micrite, silty; well consolidated; molds are evident; some limestone as above 20 70
Same as 0 to 50 feet 30 100
Gravel, variable in color; quartz and phospho rite, coarse sand to pebbles, poorly sorted, subrounded to well rounded 50 150
Limestone, yellowish-gray (5 Y 8/1); micrite; well consolidated; molds are evident, porous 60 210
Missing 10 220
Limestone, white (N 9); micrite, slightly phos-phatic; loosely consolidated 50 270
Lime mud, white (N 9); micrite, silty, phos-phatic; traces of clay; unconsolidated 20 290
Limestone, yellowish-gray (5 Y 8/1); sparse biomicrite, slightly phosphatic, silty; loosely consolidated 30 320
Same as 270 to 290 feet 10 330
Limestone, yellowish-gray (5 Y 8/1); sparse biomicrite, slightly phosphatic, silty; traces of clay; loosely consolidated 20 350
Limestone, yellowish-gray (5 Y 8/1); packed biomicrite, slightly phosphatic; well con solidated 100 450
76
Table 2. Lithologic logs of test holes Continued
He-519 Cont inued Lat 26°31 f 57", long 81°32 f 06"
sec.29, T.45 S., R.28 E.
DescriptionThickness Depth
(feet) (feet)
Limestone, yellowish-gray (5 Y 8/1); sparse bi- omicrite, phosphatic; loosely consolidated
Limestone, yellowish-gray (5 Y 8/1); fossilj[f- erous micrite, phosphatic; moderately consjol- idated; molds are evident; porous
Limestone, yellowish-gray (5 Y 8/1); fossilif- erous micrite, slightly phosphatic, silty; loosely consolidated
As above; some phosphorite granules; some lime stone, yellowish-gray (5 Y 8/1); sparite
Limestone, yellowish-gray (5 Y 8/1); sparse biomicrite; loosely consolidated; some sp^r- ite; phosphatized molds are evident; some phosphorite granules >
Same as 520 to 570 feet; some phosphorite granules [ -
20
50
50
20
470
520
570
590
20
40
610
650
77
Table 2. Lithologic logs of test holes Continued
He-529Lat 26°33 f 10 n , long 81°25 f 09"
sec.22, T.45 S., R.29 E.
Thickness Depth ______________Description_________________(feet) (feet)
Sand, light-olive-gray (5 Y 6/1); quartz, fine to medium, moderately sorted, subangular to subrounded; some clay and muck 15 15
Sand, very pale-orange (10 YR 8/2); quartz, fine to medium, well sorted, subangular to subrounded; shelly; some calcareous clay 15 30
As above; some limestone, yellowish-gray(5 Y 8/1), sandy micrite 5 35
Limestone, yellowish-gray (5 Y 8/1); fossilif-erous micrite, sandy; loosely consolidated 4 39
Sand, yellowish-gray (5 Y 8/1); quartz, coarse to granules, well sorted, subrounded to rounded; some limestone, yellowish-gray (5 Y 8/1); sandy micrite 1 40
Sand, yellowish-gray (5 Y 8/1); quartz, very fine to coarse, poorly sorted, subangular to rounded; some calcareous clay 5 45
Sand, yellowish-gray (5 Y 8/1); quartz, very fine to fine, well sorted, angular to suban gular; clayey, calcareous; some phosphorite 40 85
Sand, olive-gray (5 Y 4/1); quartz, fine to coarse, moderately sorted, angular to sub- rounded; some clay; some phosphorite; some shell fragments 15 100
Sand, light-olive-gray (5 Y 5/); quartz, very fine to medium, well sorted, angular to rounded; clayey; some phosphorite - 10 110
Sand, variable in color; quartz, coarse to granules, well sorted, subrounded to well rounded; some phosphorite granules 10 120
78
Table 2. Lithologic logs of test holes Continued
He-52 9 Cont inued Lat 26°33 f 10", long 81°25 f 09"
sec.22, T.45 S., R.29 E.
DescriptionThickness
(feet)Depth (feet)
Limestone, white (N 9); micrite; loosely consolidated; some quartz and phosphorite granules
Limestone, yellowish-gray (5 Y 8/1); fossilif- erous micrite; moderately consolidated
Limestone, white (N 9); micrite, silty; loosely consolidated; some quartz sand and granules
Limestone, white (N 9); micrite, silty; moder ately consolidated; some quartz sand
Limestone, white (N 9); micrite, silty; loosely consolidated
Siltstone, yellowish-gray (5 Y 7/2); quartzose; calcareous clay; some coarse grains of phos phorite at 300 to 315 feet
Limestone, yellowish-gray (5 Y 8/1); micritej, silty, phosphatic; some shell fragments
Limestone, pale-olive-green (10 Y 6/2); mi crite, silty; some shell fragments
Same as 315 to 380 feet- -4-
15
30
30
10
45
65
65
10
20
135
165
195
205
250
315
380
390
410
79
Table 2. Lithologic logs of test holes Continued
He-555Lat 26 038 f 43", long 81°26'07"
sec.21, T.44 S., R.29 E.
Thickness Depth ______________Description_________________(feet) (feet)
Sand, very pale-orange (10 YR 8/2); quartz, fine to medium, moderately sorted, subangular to subrounded; some quartzose sandstone; traces of shell fragments 6 6
Shells; some limestone, yellowish-gray (5 Y8/1); sand micrite; loosely consolidated 4 10
Limestone, yellowish-gray (5 Y 8/1); micrite,sandy; well consolidated 5 15
Limestone, yellowish-gray (5 Y 7/2); fossilif-erous dismicrite, sandy; well consolidated 20 35
Limestone, yellowish-gray (5 Y 7/2); micrite,clayey, sandy; moderately consolidated 5 40
Limestone, yellowish-gray (5 Y 7/2); fossilif-erous dismicrite, sandy; well consolidated 5 45
Limestone, yellowish-gray (5 Y 7/2); fossilif- erous dismicrite, sandy; well consolidated; some calcareous clay 5 50
Clay, light-olive-gray (5 Y 6/1); calcareous 15 65
Clay, light-olive-gray (5 Y 6/1); silty, cal careous; traces of phosphorite 45 110
Gravel, variable in color; quartz and phospho rite, coarse sand to pebbles, poorly sorted, rounded to well rounded 15 125
Clay, yellowish-gray (5 Y 7/2); silty, cal careous ; quartz and phosphorite ranging in size from coarse sand to pebbles, poorly sorted, rounded to well rounded 10 135
Limestone, yellowish-gray (5 Y 8/1); fossilif-erous micrite; moderately consolidated 25 160
80
Table 2. Lithologic logs of test hqles Continued
He-555 Continued Lat 26°38 f 43", long 81°26'07"
sec.21, T.44 S., R.29 E.
DescriptionThickness
(feet)Depth (feet)
Limestone, yellowish-gray (5 Y 8/1); packed bi- omicrite, silty; moderately consolidated I
Limestone, yellowish-gray (5 Y 8/1); fossilif- erous micrite, silty, traces of carbonaceous material; moderately consolidated
Limestone, yellowish-gray (5 Y 8/1); fossilif erous micrite, silty, clayey, traces of car bonaceous material; moderately consolidated
Limestone, yellowish-gray (5 Y 8/1); fossilif- erous micrite, silty, sandy, slightly phos- phatic; moderately consolidated
Limestone, yellowish-gray (5 Y 8/1); fossilif erous micrite, silty, slightly phosphatic; loosely to moderately consolidated--- -
Limestone, yellowish-gray (5 Y 8/1); micrite|, silty; loosely consolidated; some quartz alnd phosphorite sand, coarse grained I
Limestone, yellowish-gray (5 Y 8/1); micrite), sandy; loosely consolidated; abundant i quartz sand, ranging in size from coarse t|o granules |
Limestone, yellowish-gray (5 Y 8/1); biotni- crite, silty to sandy, phosphatic; loosely consolidated -
Limestone, yellowish-gray (5 Y 7/2); micrite silty, phosphatic, clayey; loosely consoli dated
Limestone, yellowish-gray (5 Y 7/2); biomicrite silty, phosphatic, clayey; loosely consoli dated
35
15
45
10
10
25
165
170
175
210
225
230
275
285
295
320
81
Table 2. Lithologic logs of test holes Continued
He-555 Continued Lat 26°38'43", long 81°26 f 07"
sec.21, T.44 S., R.29 E.
Thickness Depth ______________Description_________________(feet) (feet)
Siltstone, yellowish-gray (5 Y 7/2); quartzose, 20 340 clayey, calcareous; loosely consolidated; some quartz and phosphorite sand towards the base, fine to coarse, poorly sorted; some shell fragments
Limestone, yellowish-gray (5 Y 8/1); silty, 70 410 phosphatic; moderately consolidated
Siltstone, light-olive-gray (5 Y 6/1);quartzose, clayey, calcareous; looselyconsolidated 5 415
Limestone, yellowish-gray (5 Y 8/1); micrite,silty, phosphatic; well consolidated 25 440
82
Table 2. Lithologic logs of test holes Continued
He-557Lat 26°42 f 35 n , long 81°3VQ6"
sec.28, T.43 S., R.28 E.
DescriptionThickness
(feet)
Shells; some quartz sand; clayey, calcareous-
Claystone, light-olive-gray (5 Y 6/1) \
Sand, light-olive-gray (5 Y 5/2); quartz, silt to coarse, poorly sorted, very angular to well rounded; clayey; some phosphorite
Sand, very pale-orange (10 YR 8/2); quartz, very fine to fine, well sorted, very angular to subrounded; clayey, calcareous -
Limestone, light-olive-gray (5 Y 6/1); sparsja biomicrite, sandy; well consolidated; some calcareous quartzose sandstone; some shell f r agment s __ ^.
Claystone, light-olive-gray (5 Y 6/1); sandy, slightly phosphatic; some limestone as above; traces of limestone, sandy sparite
Limestone, yellowish-gray (5 Y 8/1); micrite well consolidated
Limestone, yellowish-gray (5 Y 8/1); micrite; well consolidated; some biosparite
Limestone, yellowish-gray (5 Y 8/1); bio sparite ______
Limestone, yellowish-gray (5 Y 8/1); micrite; well consolidated, becoming loosely consoli dated at 155 to 160 feet
5
35
35
15
25
15
Depth (feet)
Sand, moderate-yellowish-brown (10 YR 5/4); quartz, fine to medium, well sorted, suban- gular to rounded; traces of quartzose sand-
5
40
75
80
85
20
100
125
140
145
150
170
83
Table 2. Lithologic logs of test holes Continued
He-557 Continued Lat 26°42 f 35", long 81°31 f 06"
sec.28, T.43 S., R.28 E.
Thickness Depth ______________Description_________________(feet) (feet)
Limestone, yellowish-gray (5 Y 8/1); micrite, silty, slightly phosphatic; moderately con solidated 45 215
Clay, light-olive-gray (5 Y 6/1); silty,slightly phosphatic, calcareous; some shellfragments 65 280
Limestone, yellowish-gray (5 Y 8/1); micrite, silty, phosphatic; loosely consolidated; some shell fragments 60 340
84
Table 2. Lithologic logs of test holes Continued
He-594Lat 26 043'18", long 81°14'36"
sec.28, T.43 S., R.31 E.
DescriptionThickness Depth
(feet) (feet)
Sand, pale-yellowish-brown (10 YR 6/2); quaruz, fine to medium, moderately sorted, subangui.ar to subrounded; some quartzose sandstone; some muck; traces of phosphorite
As above; some limestone, yellowish-gray (5 8/1); fossiliferous micrite, sandy; well con solidated; porous
Sand, yellowish-gray (5 Y 8/1); quartz, fine to medium, moderately sorted, subangular to sub- rounded; some shell fragments and micritic limestone
Limestone, yellowish-gray (5 Y 8/1); fossilif erous dismicrite; well consolidated; porou$; molds are evident; some shell fragments >
Limestone, light-olive-gray (5 Y 6/1); micrite, clayey, slightly phosphatic; loosely consoli dated; some shell fragments; some sparse bio- micrite and sand h
Limestone, light-olive-gray (5 Y 6/1); micrit[e, silty to sandy, slightly phosphatic; loosely consolidated ^
Limestone, light-olive-gray (5 Y 6/1); sparse biomicrite, sandy; loosely consolidated; some clay
Sand, light-olive-gray (5 Y 6/1); quartz, silt to fine, well sorted, very angular to suban gular; clayey, slightly calcareous -
10
15
25
10
25
205
10
20
35
60
70
95
300
85
Table 2. Lithologic logs of test holes Continued
He-600Lat 26 044 f 30", long 81°25 ! 45"
sec.16, T.43 S., R.29 E.
Thickness Depth _____________Description________________(feet) (feet)
Sand, grayish-orange (10 YR 7/4); quartz, fine to medium, well sorted, subangular to sub- rounded; traces of limestone 18 18
Shells; quartz sand, fine to medium, wellsorted, angular to subrounded 47 65
Shells; some limestone, sparite 54 119
Sand, light-olive-gray (5 Y 6/1); quartz, very fine to fine, well sorted, angular to suban gular; clayey, calcareous; some shells 11 130
Limestone, yellowish-gray (5 Y 8/1); packed biomicrite, sandy; well consolidated; some sand as above 9 139
Limestone, white (N 9); micrite, sandy, slightly phosphatic; moderately consoli dated 100 239
Phosphorite, ranging in size from medium sand to pebbles, poorly sorted, subangular to well rounded 10 249
Clay, light-olive-gray (5 Y 6/1); silty, someshell fragments 10 259
Limestone, yellowish-gray (5 Y 8/1); micrite, silty, phosphatic; loosely to moderately consolidated; shell fragments are abundant 204 463
Dolomite, pale-yellowish-brown (10 YR 6/2); crystalline texture; porous; some coral and bryozoan fragments; some limestone as above 2 465
86
Table 2. Lithologic logs of test holes Continued
He-615Lat 26°42'00", long 81°26'12"
sec.33, T.43 S., R.29 E.
DescriptionThickness
(feet)Depth (feet)
20
35
45
50
Sand, pale-yellowish-brown (10 YR 6/2); quartz, medium, well sorted, subangular to subroun4~ ed; traces of organic soil h 6
Limestone, grayish-orange (10 YR 7/4); micritie,sandy; well consolidated 14
Limestone, grayish-orange (10 YR 7/4); micri1:e,silty to sandy; loosely consolidated - 15
Sand, yellowish-gray (5 Y 7/2); quartz, silt to fine, well sorted, very angular to subangu lar; clayey, calcareous - 10
Claystone, olive-gray (5 Y 4/1); sandy,slightly phosphatic; some shell fragments;!loosely consolidated ^ 5
Sand, light-olive-gray (5 Y 6/1); quartz, veiry fine to fine, well sorted, very angular to| subangular; clayey, slightly calcareous; st>me shell fragments -1 100
Gravel, variable in color; quartz and phospho rite, granules to pebbles, poorly sorted, rounded to well rounded; same sand as above 20
Limestone, yellowish-gray (5 Y 8/1); micrite,slightly phosphatic; well consolidated 30
Limestone, yellowish-gray (5 Y 8/1); fossilif- erous micrite, sandy, slightly phosphatic; well consolidated to moderately consolidatad below 230 feet 57
Limestone, yellowish-gray (5 Y 8/1); packedbiomicrite; well consolidated 13
Limestone, yellowish-gray (5 Y 8/1); packed biomicrite, sandy, slightly phosphatic; loosely consolidated 30
150
170
200
257
270
300
87
Table 2. Lithologic logs of test holes Continued
He-616Lat 26°43 f 02", long 81°23'35"
sec.26, T.43 S., R.29 E.
Thickness Depth _____________Description_________________(feet) (feet)
Soil and muck, dusky-brown (5 YR 2/2); sandy 3 3
Sand, brownish-gray (5 YR 4/1); quartz, fine to medium, well sorted, subangular to sub- rounded 5 8
Shells; some quartz sand; traces of clay 8 16
Limestone, yellowish-gray (5 Y 8/1), unsorted biosparite, sandy; well consolidated; some shell fragments 4 20
Limestone, yellowish-gray (5 Y 8/1); biomi- crite, sandy; unconsolidated to loosely con solidated 20 40
Limestone, yellowish-gray (5 Y 8/1); sparsebiomicrite, sandy; loosely consolidated 20 60
Clay, light-olive-gray (5 Y 6/1); sandy; someshell fragments; traces of phosphorite 100 160
Gravel, variable in color; quartz and phospho rite, fine sand to pebbles, poorly sorted, subangular to well rounded; traces of clay 20 180
Limestone, yellowish-gray (5 Y 8/1); sparse biomicrite, sandy; loosely consolidated; some clay, slightly phosphatic; some shell frag ments 50 230
Clay, light-olive-gray (5 Y 6/1); calcareous;sandy, phosphatic; some shell fragments 60 290
Shells; some phosphorite; traces of micrite 10 300
Limestone, yellowish-gray (5 Y 8/1); micrite, sandy, phosphatic; loosely consolidated; abundant shells 12 312
Same as 290 to 300 feet 11 323
88
Table 2. Lithologic logs of test holes Continued
He-617Lat 26 045'42", long 81°24 f 48"
sec.10, T.43 S., R.29 E.
DescriptionThickness
(feet)Depth (feet)
Soil, dark-gray (N 3); sandy; some shell ments
Limestone, light-olive-gray (5 Y 6/1); micrj.te, sandy; well consolidated
Limestone, very pale-orange (10 YR 8/2); sparse biomicrite, sandy; loosely consolidated
Limestone, yellowish-gray (5 Y 8/1); sparse biomicrite, silty; loosely consolidated -
Limestone, yellowish-gray (5 Y 8/1); packed biomicrite, silty; loosely consolidated
Shells
Sand, light-olive-gray (5 Y 6/1); quartz, v<»ry fine to fine, well sorted, very angular to subrounded; some phosphorite; some shell fragments
Sand, olive-gray (5 Y 4/1); quartz, very fine to fine, well sorted, very angular to angu lar; some phosphorite; some shell fragments some clay
Sand, olive-gray (5 Y 4/1); quartz, very fine to granules, poorly sorted, very angular 1:0 rounded; some phosphorite; some shell frag ments; some clay
Limestone, yellowish-gray (5 Y 8/1); micrite, silty, traces of phosphorite; loosely con^ol idated - -~
Shells; some sandy calcareous clay
10
10
10
60
60
50
10
20
30
40
100
105
165
215
89
Table 2. Lithologic logs of test holes Continued
He-617 Continued Lat 26°45 f 42", long 81°24 f 48"
sec.10, T.43 S., R.29 E.
Thickness Depth ______________Description_________________(feet) (feet)
Sand, yellowish-gray (5 Y 8/1); quartz, very fine to fine, well sorted; shelly; slightly phosphatic; clayey 15 230
Limestone, yellowish-gray (5 Y 8/1); micrite,silty, phosphatic; loosely consolidated 42 272
Shells; clayey, light-olive-gray (5 Y 6/1);calcareous, sandy, phosphatic 15 287
Limestone, yellowish-gray (5 Y 8/1); biomi- crite, silty to sandy, phosphatic; loosely consolidated 15 302
90
Table 2. Lithologic logs of test hojles Continued
He-618Lat 26°46 ! 48", long 81°26 f 17"
sec.32, T.42 S., R.29 E.
DescriptionThickness
(feet)
Sandstone, moderate-yellowish-brown (5 YR 5/4) quartzose, fine to medium, moderately sorted very angular to subrounded; slightly phos- phatic; traces of limestone -
Sandstone, yellowish-gray (5 Y 7/2); quartzose very fine to medium grained, well sorted, very angular to subangular; calcareous clay matrix; loosely consolidated
Sand, light-olive-gray (5 Y 5/2); quartz, very fine to fine, well sorted, angular to suban gular ; clayey -
Sand, light-olive-gray (5 Y 5/2); quartz, very fine to small pebbles, moderately sorted, an gular to rounded; clayey
Limestone, yellowish-gray (5 Y 7/2); micrite; well consolidated \
Limestone, yellowish-gray (5 Y 8/1); micrite silty, slightly phosphatic; loosely consol idated -
Limestone, yellowish-gray (5 Y 8/1); micritej, sandy, slightly phosphatic; moderately con(- solidated h-
Limestone, yellowish-gray (5 Y 8/1); packed biomicrite, sandy; loosely consolidated
Limestone, yellowish-gray (5 Y 8/1); sparse biomicrite, phosphatic, sandy; loosely con solidated -
Same as 120 to 160 feet-
15
18
22
45
40
15
Depth (feet)
Sand, pale-brown (5 YR 5/2); quartz, fine toi medium, moderately sorted, very angular to subrounded
20
38
60
64
66
75
120
160
165
180
91
Table 2. Lithologic logs of test holes Continued
He-618 Continued Lat 26°46'48", long 81°26'17 tf
sec.32, T.42 S., R.29 E.
Thickness Depth _____________Description________________(feet) (feet)
Limestone, light-olive-gray (5 Y 6/1); sparsebiomicrite, phosphatic 5 185
Same as 120 to 160 feet 5 190
Limestone, light-olive-gray (5 Y 6/1); sparse biomicrite, phosphatic, sandy; loosely con solidated . 20 210
Limestone, yellowish-gray (5 Y 8/1); sparse biomicrite, silty, phosphatic; loosely con solidated 15 225
Limestone, yellowish-gray (5 Y 8/1); fossilif- erous micrite, slightly phosphatic; loosely consolidated 5 230
Limestone, yellowish-gray (5 Y 8/1); sparsebiomicrite, slightly phosphatic 5 235
Limestone, yellowish-gray (5 Y 8/1); packed biomicrite, silty, slightly phosphatic; loosely consolidated 15 250
Limestone, yellowish-gray (5 Y 8/1); sparse biomicrite, silty, phosphatic; loosely con solidated 10 260
Limestone, yellowish-gray (5 Y 8/1); packed biomicrite, silty, phosphatic; loosely con solidated 40 300
92
Table 2. Lithologic logs of test hojles Continued
He-619Lat 26°46'48", long 8l°26 1 l7"
sec.25, T.43 S., R.28 E.
DescriptionThickness
(feet)
Limestone, very pale-orange (10 YR 8/2); micrite, sandy; well consolidated; some limonite; some shell fragments
Sand, yellowish-gray (5 Y 7/2); quartz, finemedium, well sorted, subangular to angular some clay, calcareous; traces of shell frag ments
to
Limestone, yellowish-gray (5 Y 7/2); micrite,, clayey; moderately consolidated; some sand quartz and phosphorite; some shell frag ments
Limestone, very pale-orange (10 YR 8/2); mi crite, silty; moderately consolidated
Clay, light-olive-gray (5 Y 6/1); traces of j quartz, phosphorite, and shell fragments -
Gravel, variable in color; quartz and phos phorite, ranging in size from medium sand to pebbles, poorly sorted, rounded to well rounded
As above; some limestone, white (N 9); mi crite t
Limestone, white (N 9); biomicrite; loosely consolidated
Limestone, yellowish-gray (5 Y 8/1); packed biomicrite; moderately consolidated
93
16
10
15
50
45
20
10
55
Depth (feet)
Sand, moderate-yellowish-brown (10 YR 5/4); quartz, fine to medium, moderately sorted, subangular to subrounded; limestone, very pale-orange (10 YR 8/2); micrite, sandy; well consolidated; some limonite; some peat and muck
20
30
35
50
100
145
165
175
230
Table 2. Lithologic logs of test holes Continued
He-619 Continued Lat 26°46 I 48", long 810 26'17 M
sec.25, T.43 S., R.28 E.
Thickness Depth _____________Description________________(feet) (feet)
Limestone, yellowish-gray (5 Y 8/1); micrite,sandy; loosely consolidated 50 280
Limestone, yellowish-gray (5 Y 8/1); micrite, silty, phosphatic; moderately consolidated; some sand, quartz, and phosphorite, coarse 45 325
Limestone, yellowish-gray (5 Y 8/1); micrite, silty; loosely consolidated; sand, quartz, and phosphorite, coarse to granules 21 346
94
Table 2. Lithologic logs of test holies Continued
He-620Lat 26 043'53", long 81°28'11"
sec.19, T.43 S., R.29 E.
DescriptionThickness
(feet)
Limestone, very pale-orange (10 YR 8/2) , mi- crite; well consolidated *
Limestone, yellowish-gray (5 Y 8/1); micritej, sandy; well consolidated; some shell frag ments
Limestone, yellowish-gray (5 Y 8/1); micrite; well consolidated; some shell fragments; some limestone as above
Limestone, white (N 9); micrite; loosely con solidated; some shell fragments
Limestone, yellowish-gray (5 Y 7/2); micrite, clayey; well consolidated
Limestone, yellowish-gray (5 Y 7/2); micrite, silty, clayey; well consolidated
Sand, yellowish-gray (5 Y 7/2); quartz, silt to medium, well sorted, angular to subrounded; some calcareous clay; some phosphorite; sone shell fragments
Sand, light-olive-gray (5 Y 6/1); quartz, silt to very fine sand, well sorted, very angular to angular; some clay
Sand, light-olive-gray (5 Y 6/1); quartz, very fine to coarse, moderately sorted, very an gular to rounded; some coarse phosphorite grains; clayey; some shell fragments
Gravel, variable in color; quartz and phospho rite, fine sand to pebbles, poorly sorted, angular to well rounded; some clay
95
12
18
10
15
20
25
10
10
Depth (feet)
Sand, pale-yellowish-brown (10 YR 6/2); quartz, fine to medium, moderately sorted, angular to subrounded; some muck; traces of limestone! 12
18
22
40
50
65
70
90
115
125
135
Table 2. Lithologic logs of test holes Continued
He-620 Continued Lat 26°43'53", long 81°28'11"
sec.19, T.43 S., R.29 E.
Thickness Depth ______________Description_________________(feet) (feet)
Gravel, variable in color; quartz and phospho rite, coarse sand to pebbles, poorly sorted, rounded to well rounded 15 150
Sand, yellowish-gray (5 Y 7/2); quartz, silt to granules, moderately sorted, very angular to well rounded; some clay; traces of shell fragments 5 155
Sand, yellowish-gray (5 Y 7/2); quartz, silt to pebbles, poorly sorted, very angular to well rounded; some clay; traces of shell frag ments 10 165
Sand, yellowish-gray (5 Y 7/2); quartz, medium to pebbles, poorly sorted, subrounded to well rounded; limestone, micrite; some shell frag ments 5 170
Limestone, yellowish-gray (5 Y 8/1); micrite; well consolidated; some quartz sand; traces of clay 5 175
Limestone, white (N 9); micrite; well consoli dated 50 225
Limestone, white (N 9); micrite; silty; moder ately consolidated 15 240
Limestone, yellowish-gray (5 Y 8/1); micrite, sandy; moderately consolidated; traces of shell fragments 15 255
Limestone, white (N 9); micrite; well consoli dated; some quartz and phosphorite 20 275
Limestone, white (N 9); sparse biomicrite;traces of phosphorite and quartz 15 290
Shells; some limestone, yellowish-gray (5 Y8/1); micrite, sandy, traces of phosphorite 10 300
Limestone, yellowish-gray (5 Y 8/1); packed biomicrite, sandy, phosphatic; increase in phosphorite at 330 to 340 feet 40 340
96
Table 2. Lithologic logs of test h<|)les Continued
He-621Lat 26°42'58", long 81 0 27'57"
sec.30, T.43 S., R.29 E.
DescriptionThickness Depth
(feet) (feet)
Limestone, grayish-orange (10 YR 7/4); fossil- iferous dismicrite, sandy; well consolidated; some shell fragments ' 15 15
Limestone, yellowish-gray (5 Y 8/1); micrite,sandy; loosely consolidated -1 15 30
Sand, yellowish-gray (5 Y 7/2); quartz, fine, well sorted, angular to subangular; clayey; calcareous; some shell fragments; traces of phosphorite granules - 5 35
Limestone, yellowish-gray (5 Y 7/2); micrite,sandy, clayey; loosely consolidated - 10 45
Limestone, yellowish-gray (5 Y 7/2); micrite!, silty, clayey; loosely consolidated; some shell fragments r 5 50
Claystone, light-olive-gray (5 Y 6/1); cal careous, silty; moderately consolidated 60 110
Gravel, variable in color; quartz and phospho rite, coarse sand to pebbles, poorly sorted, rounded to well rounded < 40 150
As above; some limestone, white (N 9); biomi crite, silty; loosely consolidated h 10 160
Limestone, white (N 9); biomicrite, silty;loosely consolidated - 30 190
Limestone, yellowish-gray (5 Y 8/1); packed biomicrite; well consolidated; molds are evident; porous 10 200
Limestone, yellowish-gray (5 Y 8/1); sparsebiomicrite; loosely consolidated ' 20 220
Limestone, yellowish-gray (5 Y 8/1); sparsebiomicrite, silty; loosely consolidated - 90 310
Limestone, yellowish-gray (5 Y 8/1); packedbiomicrite, clayey, slightly phosphatic 20 330
Limestone, yellowish-gray (5 Y 8/1); packed biomicrite, phosphatic, clayey; some phos phorite granules 20 350
97
Table 2. Lithologic logs of test holes Continued
He-622Lat 26°43'53", long 81°27'27"
sec.19, T.43 S., R.29 E.
Thickness Depth Description_________________(feet) (feet)
Missing-
Limestone, very pale-orange (10 YR 8/2); mi- crite, sandy, clayey; loosely consolidated; shell fragments 5 10
Shells, very pale-orange (10 YR 8/2); somelimestone, packed bioraicrite, sandy, clayey 15 25
Limestone, very pale-orange (10 YR 8/2); packed biomicrite, clayey, sandy; well consolidated 5 30
Limestone, yellowish-gray (5 Y 8/1); sparse biomicrite, clayey; some embedded quartz grains; well consolidated 20 50
Limestone, white (N 9); micrite; well consoli dated 5 55
Limestone, white (N 9); sparse biomicrite; wellconsolidated 5 60
Limestone, yellowish-gray (5 Y 7/2); micrite, clayey; loosely consolidated; silt; shell fragments 5 65
Limestone, yellowish-gray (5 Y 7/2); packedbiomicrite, clayey; well consolidated 10 75
Limestone, yellowish-gray (5 Y 7/2); micrite, clayey; well consolidated; some shell frag ments 10 85
Limestone, yellowish-gray (5 Y 7/2); sparsebiomicrite, clayey 5 90
Sand, yellowish-gray (5 Y 7/2); quartz, very fine to fine, well sorted, angular to suban- gular; clayey, calcareous; some shell frag ments; some phosphorite 15 105
98
Table 2. Lithologic logs of test ho|les Continued
He-622 ContinuedLat 26°43 f 53", long 81°27'27 M
sec.19, T.43 S., R.29 E.
DescriptionThickness Depth
(feet) (feet)
Sand, light-olive-gray (5 Y 5/2); quartz, vdry fine to fine, moderately sorted, angular to subrounded; clayey; some shell fragments; some phosphorite
Sand, light-olive-gray (5 Y 5/2); quartz, fine to medium, moderately sorted, angular to rounded; some phosphorite and quartz pebbles: clayey; shell fragments
Shells; some quartz sand, yellowish-gray (5 7/2), very fine to medium, moderately sorted angular to rounded; some micrite; some phcs phorite and quartz, granules to pebbles
Sand, yellowish-gray (5 Y 7/2); quartz, fine grained to granules, moderately sorted, angu lar to rounded; some phosphorite granules; micrite, unconsolidated; some shell frag ments
Sand, yellowish-gray (5 Y 7/2); quartz, very fine to medium, moderately sorted, angular torounded; some quartz granules; shelly; some__.~ ~»~ A. ... --_-_-_-_ - _ .mien ue
Limestone, yellowish-gray (5 Y 7/2); sparse biomicrite; moderately consolidated; some phosphorite and quartz granules; some sheJ.l fragments .4-
Limestone, white (N 9); sparse biomicrite, sandy, some phosphorite; moderately consoli dated
i
Limestone, yellowish-gray (5 Y 8/1); micrit^, sandy, slightly phosphatic; moderately con solidated; some shell fragments
Limestone, yellowish-gray (5 Y 8/1); sparse biomicrite, silty; moderately consolidated
25
17
20
10
10
10
10
130
138
155
175
180
190
200
210
220
99
Table 2. Lithologic logs of test holes Continued
He-622 Continued Lat 26°43'53", long 81 0 27'27"
sec.19, T.43 S., R.29 E.
Thickness Depth ______________Description_________________(feet) (feet)
Limestone, yellowish-gray (5 Y 8/1); sparse biomicrite, sandy; moderately consolidated; some quartz granules 30 250
Limestone, yellowish-gray (5 Y 8/1); sparse biomicrite, silty, sandy, slightly phosphatic; moderately consolidated; some shell fragments 40 290
Limestone, yellowish-gray (5 Y 8/1); packed biomicrite, sandy, moderately consolidated, slightly phosphatic 10 300
Sand, yellowish-gray (5 Y 7/2); quartz, fine to medium, moderately sorted, angular to subangular; some unconsolidated micrite, shelly, phosphatic 40 340
100
Table 2. Lithologic logs of test holes Continued
He-630Lat 26°41 f 33", long 81°04 f 08 M
sec.6, T.44 S., R.33 E.
DescriptionThickness Depth
(feet) (feet)
Limestone, yellowish-gray (5 Y 8/1); fossilijf- erous dismicrite, sandy; well consolidated)
Limestone, yellowish-gray (5 Y 8/1); micrite, silty; loosely consolidated; some phosphorite and quartz sand
Sand, light-olive-gray (5 Y 6/1); quartz, very fine to coarse, moderately sorted, angular to rounded; shell fragments; some clay, cal careous -
Sand, light-olive-gray (5 Y 6/1); quartz, very fine to granule size, poorly sorted, angular to well rounded; some clay, calcareous; some phosphorite; some shell fragments
As 20 to 65 feet; rounded quartz pebbles |
18
45
10
15
20
65
75
90
101
Table 2. Lithologic logs of test holes Continued
He-885Lat 26°36 I 20", long 81°09'44"
sec.6, T.45 S., R.32 E.
Thickness Depth ______________Description________________(feet) (feet)
Sand, pale-yellowish-brown (10 YR 6/2); quartz, fine to medium, moderately sorted, angular to rounded; some muck traces of limestone 6 6
Limestone, very pale-orange (10 YR 8/2); mi- crite, sandy, traces of phosphorite; moder ately consolidated 6 12
Limestone, very pale-orange (10 YR 8/2); dis- micrite, sandy, slightly phosphatic; well consolidated 13 25
Limestone, very pale-orange (10 YR 8/2); mi- crite, sandy; well consolidated; molds are evident 25 50
Sand, light-olive-gray (5 Y 6/1); quartz, fine, well sorted, angular to subangular; clayey; some phosphorite; some shell fragments; lime stone at 130 to 145 feet, micrite, sandy 225 275
Sand, light-olive-gray (5 Y 6/1); quartz, fine to medium, moderately sorted, angular to rounded; clayey; some phosphorite; some shell fragments 25 300
102
Table 2. Lithologic logs of test hoJ.es Continued
He-900Lat 26 035'15", long 81°01 f 20"
sec.10, T.45 S., R.33 E.
DescriptionThickness Depth
(feet) (feet)
Sand, dark-yellowish-orange (10 YR 6/6);quartz, fine to coarse, poorly sorted, sub+ angular to well rounded; some sandstone, quartzose, calcareous; some shell fragments; and muck
Sand, yellowish-gray (5 Y 7/2); quartz, fine to coarse, moderately sorted, subangular to well rounded; some sandstone, quartzose, calcaro ous; some limestone; traces of shell frag ments
Sand, moderate-yellowish-brown (10 YR 5/4); quartz, very fine to fine, well sorted, very angular to angular; some sandstone, quartz-t- ose, calcareous; some clay
Sand, moderate-yellowish-brown (10 YR 5/4); quartz, fine to coarse, well sorted, angular to rounded; some phosphorite; some clay
Sandstone, yellowish-gray (5 Y 8/1); quartzose; very fine to fine grained, well sorted, very angular to angular; calcareous
Sand, yellowish-gray (5 Y 8/1); quartz, very fine to fine, well sorted, very angular to angular; traces of phosphorite
Limestone, yellowish-gray (5 Y 8/1); sparse biomicrite, sandy; loosely consolidated
Limestone, yellowish-gray (5 Y 8/1); packed biomicrite, sandy; loosely consolidated
Limestone, yellowish-gray (5 Y 8/1); micrite, sandy; loosely consolidated
Clay, light-olive-gray (5 Y 6/1); sandy,slightly phosphatic; some shell fragments
103
25
10
25
20
55
35
100
30
35
45
50
75
95
150
185
285
Table 2. Lithologic logs of test holes Continued
He-901Lat 26 0 25 f 45", long 81°ll f 36"
sec.35, T.46 S., R.31 E.
Thickness Depth ______________Description_________________(feet) (feet)
Sand, dark-yellowish-brown (10 YR 4/2); quartz, fine to medium, moderately sorted, subangular to rounded; traces of limestone and limo- nite 5 5
Limestone, very pale-orange (10 YR 8/2); packed biomicrite, silty, traces of phosphorite; well consolidated 5 10
Limestone, yellowish-gray (5 Y 8/1); sparsebiomicrite; loosely consolidated 15 25
Limestone, yellowish-gray (5 Y 8/1); sparse biomicrite, silty; loosely consolidated; molds are evident 5 30
Limestone, yellowish-gray (5 Y 8/1); sparse biomicrite, sandy; well consolidated; molds are evident; porous 40 70
Limestone, yellowish-gray (5 Y 8/1); packed biomicrite, sandy, slightly phosphatic; well consolidated 10 80
Limestone, yellowish-gray (5 Y 8/1); sparse biomicrite, sandy, slightly phosphatic; loosely consolidated; some clay 10 90
Sand, light-olive-gray (5 Y 6/1); quartz,silt to very fine, well sorted, very angular to subangular; phosphatic; some shell frag ments 10 100
Claystone, light-olive-gray (5 Y 6/1); some shell fragments; traces of quartz and phos phorite 10 110
Clay, light-olive-gray (5 Y 6/1); sandy, someshell fragments 10 120
104
Table 2. Lithologic logs of test tyoles Continued
He-901 Continued Lat 26°25 f 45", long 81°ll f 36 M
sec.35, T.46 S., R.31 E.
DescriptionThickness Depth
(feet) (feet)
Sand, light-olive-gray (5 Y 6/1); quartz, Very fine to fine, well sorted, very angular to subangular; clayey; some phosphorite; minor shell fragments 15 135
Sand, light-olive-gray (5 Y 6/1); quartz, $ilt to fine, well sorted, very angular to angu lar; clayey, calcareous - 10 145
Same as 120 to 135 feet - 10 155
Sand, light-olive-gray (5 Y 6/1); quartz, very fine to granules, well sorted, very angular to well rounded; clayey; some phosphorite;; traces of shell fragments \- 25 180
Same as 120 to 135 feet 20 200
Same as 155 to 180 feet 10 210
Sand, light-olive-gray (5 Y 6/1); quartz, very fine sand to pebbles, moderately sorted, very angular to well rounded; clayey; some phos phorite; traces of shell fragments 20 230
Sand, light-olive-gray (5 Y 6/1); quartz, silt to granules, well sorted, very angular to well rounded; shelly; clayey; some phosphorite 30 260
Sand, light-olive-gray (5 Y 6/1); quartz, isilt to fine, well sorted, very angular to angu lar; clayey, slightly calcareous, phospbitic at 285 to 290 feet; traces of shell frag ments - 30 290
Sand, light-olive-gray (5 Y 6/1); quartz, very fine to coarse, moderately sorted, very angu lar to subrounded; clayey, slightly calcare ous; phosphorite, medium to coarse; traces of shell fragments 10 300
105
Table 2. Lithologic logs of test holes Continued
He-902Lat 26°26 f 12", long 80°58 f 19"
sec.36, T.46 S., R.33 E.
Thickness Depth ______________Description_________________(feet) (feet)
Sand, dusky-brown (5 YR 2/2); quartz, very fine to medium, poorly sorted, subangular to sub- rounded; some organic soil 5 5
Sand, pale-yellowish-brown (10 YR 6/2); quartz, fine sand to pebbles, poorly sorted, subangu lar to rounded 25 30
Claystone, light-olive gray (5 Y 5/2); sandy 5 35
Sand, yellowish-gray (5 Y 7/2); quartz, very fine to coarse, poorly sorted, very angular to subrounded; clayey; some phosphorite below 45 feet 25 60
As above; some limestone, fossiliferousmicrite, sandy; loosely consolidated 2 62
Limestone, yellowish-gray (5 Y 7/2); fossilif erous micrite, sandy, slightly phosphatic; loosely consolidated 3 65
Sand, yellowish-gray (5 Y 7/2); quartz, very fine to medium, well sorted, very angular to subrounded; clayey, calcareous; some phospho rite; some shell fragments 10 75
Limestone, yellowish-gray (5 Y 7/2); fossilif erous micrite, sandy, slightly phosphatic; loosely consolidated 10 85
Limestone, yellowish-gray (5 Y 7/2); packed biomicrite, sandy, slightly phosphatic; well consolidated 20 105
Limestone, yellowish-gray (5 Y 8/1); sparse dismicrite, sandy, traces of phosphorite; well consolidated 85 190
106
Table 2. Lithologic logs of test holes Continued
He-902 Continued Lat 26°26 t 12", long &Q°5&'19"
sec.36, T.46 S., R.33 E.
DescriptionThickness Depth
(feet) (feet)
Sand, light-olive-gray (5 Y 5/2); quartz, silt to very fine, well sorted, very angular to angular; clayey; phosphorite, silt to coarse; some shell fragments
Clay, light-olive-gray (5 Y 5/2); silty, of shell fragments
traces
Sand, light-olive-gray (5 Y 5/2); quartz, silt to fine, well sorted, very angular to an.sju lar; clayey, phosphatic; some shell frag ments
20
25
210
235
45 280
107
Table 2. Lithologic logs of test holes Continued
He-907Lat 26°44 f 33", long 80°56 f 15"
sec.16, T.43 S., R.34 E.
Thickness Depth ______________Description_________________(feet) (feet)
Sand, dusky-yellowish-brown (10 YR 2/2); quartz, very fine to medium, moderately sorted, very angular to rounded; some organic soil 5 5
Sand, pale-yellowish-brown (10 YR 6/2); quartz, very fine to medium, moderately sorted, very angular to rounded; minor phosphorite 20 25
Sand, yellowish-gray (5 Y 8/1); quartz, very fine to medium, moderately sorted, very angu lar to rounded; some phosphorite; some shell fragments at 27 feet 5 30
Sand, yellowish-gray (5 Y 8/1); quartz, very fine to medium, poorly sorted, very angular to rounded; an increase in phosphorite, fine to coarse; some shell fragments 5 35
Sand, yellowish-gray (5 Y 8/1); quartz, very fine to medium, moderately sorted, very angular to rounded; abundant phosphorite; shelly 10 45
Sand, yellowish-gray (5 Y 8/1); quartz, very fine to fine, well sorted, very angular to subrounded; some phosphorite, very fine to medium; some shell fragments 50 95
Sand, yellowish-gray (5 Y 8/1); quartz, very fine to medium, moderately sorted, very angu lar to rounded; abundant phosphorite, very fine to coarse; some shell fragments 10 105
Sand, yellowish-gray (5 Y 8/1); quartz, very fine to medium, moderately sorted^ very angu lar to rounded; abundant phosphorite, very fine to coarse; some limestone as 105 to 107 feet, dismicrite, sandy; well consolidated; some shell fragments 5 110
108
Table 2. Lithologic logs of test holes Continued
He-907 Continued Lat 26°44'33", long 80°56'15"
sec.16, T.43 S., R.34 E.
DescriptionThickness Depth
(feet) (feet)
Sand, yellowish-gray (5 Y 8/1); quartz, very fine to medium, poorly sorted, very angular to rounded; some shell fragments; some phos phorite 20 130
Sand, yellowish-gray (5 Y 8/1); quartz, very fine to medium, moderately sorted, very an gular to rounded; some limestone as 105 to 107 feet; some shell fragments; some phos phorite - 5 135
Sand, yellowish-gray (5 Y 8/1); quartz, very fine to coarse, poorly sorted, very angular to rounded; some phosphorite; some limestone, as 105 to 107 feet; some shell fragments 5 140
Sand, yellowish-gray (5 Y 8/1); quartz, very fine to medium, well sorted, very angular to rounded; an increase in phosphorite; some shell fragments 15 155
Same as 135 to 140 feet 5 160
Same as 140 to 155 feet 5 165
Sand, yellowish-gray (5 Y 8/1); quartz, very fine to medium, well sorted, very angular to rounded; some shell fragments; some phosp 10- rite; some limestone, sparite 5 170
Sand, yellowish-gray (5 Y 8/1); quartz, fin^ to coarse, moderately sorted, very angular tp rounded; phosphorite, coarse; some shell fragments; some limestone, sparite 10 180
As above; some clay i 5 185i
Sand, light-olive-gray (5 Y 5/2); quartz, silt to medium sand, moderately sorted, very angu lar to subangular; phosphatic; clayey; some shell fragments 15 200
Clay, light-olive-gray (5 Y 5/2); silty,slightly phosphatic 10 210
Clay as above; decrease in silt 40 250
109
Table 2. Lithologic logs of test holes Continued
He-908Lat 26°25 f 43", long 81°07 f 41"
sec.33, T.46 S., R.32 E.
Thickness Depth ______________Description_________________(feet) (feet)
Sand, grayish-brown (5 YR 3/2); quartz, fine to medium, moderately sorted, very angular to rounded; traces of phosphorite 5 5
Sand, grayish-brown (5 YR 3/2); quartz, very fine to medium, well sorted, very angular to subrounded; traces of phosphorite 1 6
Sand, yellowish-gray (5 Y 7/2); quartz, very fine to medium, moderately sorted, very an gular to rounded; some shell fragments 4 10
Shells; some quartz sand, very fine to fine, well sorted, very angular to subangular; traces of sandy micrite at 35 to 37 feet 27 37
Limestone, light-olive-gray (5 Y 6/1); poorly washed biosparite, sandy, traces of phospho rite; well consolidated; porous 38 75
Sand, yellowish-gray (5 Y 7/2); quartz, very fine to fine, well sorted, very angular to subrounded; some phosphorite; some shell fragments; some limestone, both poorly washed biosparite and sandy micrite 5 80
Limestone, yellowish-gray (5 Y 8/1); micrite, sandy; some shell fragments; some sand, quartz, and phosphorite; traces of pyrite 25 105
Limestone, yellowish-gray (5 Y 8/1); poorly washed biosparite, sandy, slightly phos- phatic; traces of pyrite 10 115
Sand, grayish-brown (5 YR 3/2); quartz, very fine to fine, well sorted, very angular to subangular; shelly; phosphatic; some lime stone, poorly washed biosparite, sandy 3 118
110
Table 2. Lithologic logs of test holes Continued
He-908 Cont inued Lat 26°25'43", long 81°07 f 41"
sec.33, T.46 S., R.32 E.
DescriptionThickness Depth
(feet) (feet)
Sand, grayish-brown (5 YR 3/2); quartz, very fine to medium, well sorted, angular to rounded; some phosphorite; traces of shell f r agmen t s
As above; some shell fragments; increase in phosphorite
Sand, grayish-brown (5 YR 3/2); quartz, very fine to medium, well sorted, very angular to subrounded; shelly; phosphatic
Same as 125 to 130 feet
Shells; some quartz sand as above
Same as 125 to 130 feet
Clay, light-olive-gray (5 Y 5/2); silty, phosphatic; some shell fragments
Clay, light-olive-gray (5 Y 5/2); silty to sandy, phosphatic; some shell fragments
5
8
2
2
13
125
130
135
143
145
147
160
165
111
Table 2. Lithologic logs of test holes Continued
He-909Lat 26°34 ! 53 M , long 81°18 ! 00"
sec.11, T.45 S., R.30 E.
Thickness Depth ______________Description_________________(feet) (feet)
Sand, brownish-black (5 YR 2/1); quartz, very fine to medium, well sorted, very angular to subrounded; some organic soil 5 5
Sand, grayish-orange (10 YR 7/4); quartz, very fine to medium, well sorted, very angular to subrounded; traces of phosphorite 5 10
Sand, yellowish-gray (5 Y 8/1); quartz, very fine to medium, moderately sorted, very an gular to subrounded; traces of phosphorite 5 15
Sand, yellowish-gray (5 Y 8/1); quartz, very fine to fine, well sorted, very angular to subangular; some clay, slightly calcareous; traces of phosphorite; some shell fragments 20 35
Sand, yellowish-gray (5 Y 8/1); quartz, very fine to medium, well sorted, very angular to subrounded; some shells; some phosphorite; some clay, calcareous 10 45
Sand, yellowish-gray (5 Y 7/2); quartz, fine to medium, well sorted, very angular to sub- rounded; shelly; some phosphorite 10 55
Sand, yellowish-gray (5 Y 7/2); quartz, medium, well sorted, subangular to rounded; some shell fragments; some phosphorite 20 75
Sand, yellowish-gray (5 Y 7/2); quartz, medium to coarse, angular to rounded; some phospho rite; some shell fragments; some dolomite 5 80
Sand, yellowish-gray (5 Y 7/2); quartz, fine to medium, well sorted, angular to rounded; some shell fragments; some phosphorite; dolomite 5 85
Sand, yellowish-gray (5 Y 7/2); quartz, fine to medium, moderately sorted, angular to rounded; shelly; slight increase in phos phorite 20 105
112
Table 2. Lithologic logs of test holes Continued
He-909 Continued Lat 26°34 f 53 M , long 81°18'00"
sec.11, T.45 S., R.30 E.
DescriptionThickness Depth
(feet) (feet)
Sand, yellowish-gray (5 Y 7/2); quartz, meclium, well sorted, subangular to rounded, some shell fragments; some phosphorite, minor dolomi t e
Sand, yellowish-gray (5 Y 7/2); quartz, medium, well sorted, angular to rounded; nor shell fragments; minor phosphorite; of limestone at 140 to 145 feet
fine to mi- trace
Sand, yellowish-gray (5 Y 7/2); quartz, fine to medium, well sorted, angular to rounded; some shell fragments; minor phosphorite \
Sand, yellowish-gray (5 Y 7/2); quartz, fine to medium, well sorted, angular to rounded; some phosphorite; some shell fragments; minor limestone, micrite, well consolidated \
Sand, yellowish-gray (5 Y 7/2); quartz, very fine to medium, well sorted, very angular to subrounded; some phosphorite; minor shell fragments r
Missing
Sand, light-olive-gray (5 Y 6/1); quartz, J:ine, well sorted, very angular to rounded; some phosphorite; some clay *
Sand, light-olive-gray (5 Y 6/1); quartz,fine to medium, moderately sorted, very angu lar to rounded; some clay; some phosphorite; some shell fragments
Sand, dark-greenish-gray (5 GY 4/1); quartz, very fine to medium, well sorted, angulat to rounded; some phosphorite; minor shell frag ments; some clay
30 135
10 145
150
15 165
170
175
180
185
190
113
Table 2. Lithologic logs of test holes Continued
C-632Lat 26°26'02", long 81°27'03"
sec.31, T.46 S., R.29 E.
Thickness Depth ______________Description_________________(feet) (feet)
Sand, grayish-orange (10 YR 7/4); quartz, very fine to fine, moderately sorted, angular to subrounded 10 10
Limestone, yellowish-gray (5 Y 8/1); micrite, sandy; loosely consolidated; traces of phos phorite 10 20
Sand, yellowish-gray (5 Y 8/1); quartz, very fine to medium, moderately sorted, very angu lar to rounded; traces of limestone, micrite; some phosphorite; minor shell fragments 100 120
Sand, yellowish-gray (5 Y 8/1); quartz, very fine to coarse, moderately sorted, angular to rounded; some limestone, micrite; some clay 15 135
Sand, yellowish-gray (5 Y 8/1); quartz, very fine sand to granules, poorly sorted, very angular to well rounded; some limestone, micrite, sandy; traces of phosphorite 15 150
Same as 120 to 135 feet 5 155
Same as 20 to 120 feet 35 190
Sand, light-olive-gray (5 Y 5/2); quartz, very fine to medium, well sorted, angular to rounded; clayey 10 200
Clay, light-olive-gray (5 Y 5/2); sandy,slightly phosphatic 15 215
Same as 190 to 200 feet 15 230
Limestone, yellowish-gray (5 Y 8/1); sparse biomicrite, sandy; well consolidated; some claystone 20 250
Limestone, yellowish-gray (5 Y 8/1); fossilif-erous, micrite, sandy; loosely consolidated 5 255
114
Table 2. Lithologic logs of test holes Continued
C-632 ContinuedLat 26°26 I 02", long 81°27 ! 03"
sec.31, T.46 S., R.29 E.
DescriptionThickness Depth
(feet) (feet)
Limestone, yellowish-gray (5 Y 8/1); fossilif- erous micrite, silty; loosely consolidated
Limestone, yellowish-gray (5 Y 8/1); fossilif- erous dismicrite; well consolidated; porous-
Limestone, yellowish-gray (5 Y 8/1); sparse biomicrite, silty; moderately consolidated
Limestone, yellowish-gray (5 Y 8/1); fossi .if- erous micrite, sandy, clayey; loosely con- sol idat ed -
Clay, light-olive-gray (5 Y 5/2); sandy, cal careous; some shell fragments; traces of phosphorite
20
35
10
15
260
280
315
325
340
115
Table 2. Lithologic logs of test holes Continued
Gl-321Lat 26°A1'33", long 81°13'47"
sec.28, T.42 S., R.31 E.
Thickness Depth _____________Description________________(feet) (feet)
Sand, pale-yellowish-brown (10 YR 6/2); quartz, very fine to medium, moderately sorted, sub- angular to subrounded; some shell fragments; some phosphorite " 3 3
Sand, dark-yellowish-brown (10 YR 4/2); quartz, medium, well sorted, subangular to sub- rounded; shelly 1 4
Sand, pale-yellowish-brown (10 YR 6/2); quartz, fine to medium, moderately sorted, angular to subrounded; shelly; traces of phosphorite 4 8
Sand, yellowish-gray (5 Y 7/2); quartz, fine to medium, moderately sorted, subangular to sub- rounded; shelly; traces of phosphorite 2 10
Limestone, yellowish-gray (5 Y 8/1); sparsebiomicrite, sandy; loosely consolidated 5 15
Limestone, very pale-orange (10 YR 8/2); mi- crite; unconsolidated; traces of quartz and shell fragments 5 20
Limestone, light-olive-gray (5 Y 6/1); fossil- iferous micrite, silty; loosely consolidated; some shell fragments 10 30
Sand, light-olive-gray (5 Y 6/1); quartz,silt to fine, well sorted, subangular to sub- rounded; some clay, calcareous; traces of phosphorite; some shell fragments; few quartz pebbles at 65 to 70 feet 40 70
Sand, light-olive-gray (5 Y 6/1); quartz, silt to granules, poorly sorted, subangular to well rounded; some clay, calcareous; shelly; some phosphorite 50 120
116
