Citation
Records of wells and other water-resources data in Polk County, Florida ( FGS: Information circular 38 )

Material Information

Title:
Records of wells and other water-resources data in Polk County, Florida ( FGS: Information circular 38 )
Series Title:
FGS: Information circular
Creator:
Stewart, Herbert G
Geological Survey (U.S.)
Place of Publication:
Tallahassee
Publisher:
[s.n.]
Publication Date:
Language:
English
Physical Description:
iii, 144 p : illus., maps (part fold.) ; 23 cm.

Subjects

Subjects / Keywords:
Groundwater -- Florida -- Polk County ( lcsh )
Water-supply -- Florida -- Polk County ( lcsh )
Polk County ( local )
City of Lakeland ( local )
Town of Suwannee ( local )
Greater Orlando ( local )
City of Tallahassee ( local )
City of Bartow ( local )
Limestones ( jstor )
Pumps ( jstor )
Phosphates ( jstor )
Cream ( jstor )
Water tables ( jstor )
Genre:
non-fiction ( marcgt )

Notes

General Note:
"Prepared by the United States Geological Survey in cooperation with the Florida Geological survey and the Polk County Board of commissioners."
Funding:
Digitized as a collaborative project with the Florida Geological Survey, Florida Department of Environmental Protection.

Record Information

Source Institution:
University of Florida
Holding Location:
University of Florida
Rights Management:
The author dedicated the work to the public domain by waiving all of his or her rights to the work worldwide under copyright law and all related or neighboring legal rights he or she had in the work, to the extent allowable by law.
Resource Identifier:
001692724 ( aleph )
01723054 ( oclc )
AJA4798 ( notis )
a 63007531 ( lccn )

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Full Text





STATE OF FLORIDA STATE BOARO OF CONSERVATION
DIVISION OF GEOLOGY

FLORIDA .GEOLOGICAL SURVEY
Robert 0. Vernon, Director





INFORMATION CIRCULAR NO. 38





RECORDS OF WELLS AND OTHER WATER-RESOURCES DATA

IN POLK COUNTY, FLORIDA





By
Herbert G. Stewart, Jr., Geologist U. S. Geological Survey





Prepared by the
UNITED STATES GEOLOGICAL SURVEY in cooperation with the
FLORIDA GEOLOGICAL SURVEY and the
POLK COUNTY BOARD OF COMMISSIONERS





TALLAHASSEE

1963










AGRI
CULTURAL
LIBRARY













































Completed manuscript received
September 27, 1962
Printed by the Florida Geological Survey
Tallahassee





lu I, Continuwd
F1,0 "T7 1F*1i T4T... T
741-142,1 SW BE 15 32 26 W. H WeaL C. U. Cannun 1956 928 10 134 2,3 End of too on 2,0 130 43,58 IU- 6-9 T I ,
and Sona discharge 42.74 1-;9-60

741-150,1 NW BE 17 32 25 W, Lamr Davis Coe, Dansby 1937 70d a. 309 2,3 End of 69inch 4,4 133.9 55,31 6-27F58 T 1. Ir .......
6 discharge p+ps 48,14 1-22,60

742-129.1 HE NW 14 32 2a R, r, Dasher Layno-Atlantlc 1946 1,060 12 291 3 Top of nipple .2 103.6 15,96 3-11-50 T L Ir W-941
Co. in access halo
in pump base

742,131-1 NW SW 9 32 20 U.S. geological Van Duyne 1948 62M 6 59 1 Top 6-inch 3.0 X44.311 43 9-24.45 **-- 0 --- Wgit. Polk 48
Survey casing 1002

-2 89 NW 9 32 28 W. Keen Layna-Atlantic 1945 1,023 12- 450 3 Access hole in Is 139.59 48,13 2.21.55 T .-. If ..-. W4965
Co. 10 pump base 49,30 2- 2-60

-3 11 NI 8 32 23 0. K. Anderson Barney's Pumps 19)7 1,102 1. 400 3 --..........---.- Tsiss *.--- ---. L 650 Ir -..- $-4461
Estate 6

742-132-1 NW SE 8 32 28 Stanchas Mallett Layne-Atlantic 1949 1,113 12 317 3 Access hole in Flush 154.50 61.14 2-27-53 T L 1,000 Ir ---- W-187 Air line
Co. pump base 35 fset

742-134-1 WE HE 13 32 27 1. 0. Polk 0. 0, Cannon 1956 1,100 12 204 3 End $-inch 3.5 157.1 61.90 2-.2-60 T 0 1,320 Ir .... .......
and Ions discharge
- connection

742-147-1 NZ NW 14 32 25 D. K. Thompson ..---do-.--- 1955 001 10 65 2,1 Access hole in ,5 123.7 35,04 1- 6-60 T 0 .--- r ---- ------pump base

742-150-1 BE NW 8 32 25 Swift and Co. Vaughn 1946 811 20- 380 3 .-do-...... .8 97.8 9,31 5- 1-58 T E 5,000 In ..-. ...-.-.
12 9.29 1-22-60

-2 53 NW 8 32 25 ..----do .................... 1945 7971 20- 382M 3 Top 20-inch 4,4 93,3 8.81 5- 1-58 N.-.--- In ---- 9. G WL 8.10.
18 casing 8.50 4-10-59 1-22-60

742-152-1 HE NW 13 32 24 Lloyd Shirley Cardenhire 1955 575 10 140 2,3 End 6-inch 2.9 135 49,83 1-22-60 T L 925 r ..- ......
discharge
connection

742-200-1 HE NE 16 32 23 American Prine .... 19M 4 16 1 Top 4-inch 1.0 140a 3.49 6- 6-58 C L 112H X 71.5 .--Agricultural casing 3.75 1- 5-60
Chemical Co,

743-125-1 3E 3E 4 32 29 Polk County Herman Sloan 1959 203 3 162 27, lh-lnch gate 3,40 57,2 22.40 9-29-59 N ----..S 73.5 Wgi- Lake
,3 valve an wall A 1003 Arbuckle
discharge 21.70 2- 3-60 boat
A landing

743-128-1 SW SE 1 32 28 Christian C. G. Crosby 1954 615 4 168 2,3 ---------------- 82.86 ......... t E 30 D ---- W-3215
Service
Training Contur

743-130-1 SE SW 3 32 28 David Bros .----do------ 1947 1,107 12 293 3 ------------------ ---------- -------- T E -" r .". --










CONTENTS

Page
I introductionn ............ ... .... ........ ... 1

SWell-numbering system ............................ ........ 6

SReferences ........................................ 7



ILLUSTRATIONS

i Figure
1 Map of Polk County showing location of principal cities and
towns with inset map of Florida showing location of county ... 1

2 Hydrographs of wells in the nonartesian aquifer, Polk County 3

3 Air and water temperature logs of 11 wells in Polk County .... 5

4 Map of Polk County showing location of wells inventoried
(with detailed insets) .. ........ ....... .......... ..facing 144


Table
1 Record of wells in Polk County, Florida . . ..... 8

2 Geologic logs of wells in Polk County, Florida .. . .. .. 86

3 Water-level measurements of lakes and springs in Polk County,
Florida .......... ... ... ................. ..106

4 Water-level measurements of wells in the nonartesian aquifer,
Polk County, Florida ............ ............... 108

5 Water-level measurements of wells in the uppermost artesian
aquifer, Polk County, Florida . . . . .. .114

6 Water-level measurements of wells in the secondary artesian
aquifer, Polk County, Florida ....................... 115
7 Water-level measurements of wells in the Floridan aquifer,
Polk County, Florida .......... .... .. ............... 117

8 Analyses of water from wells, lakes, and springs in Polk
County, Florida ......... ..................... 136

9 Hydrologic properties of unconsolidated sand samples from
test hole 805-156-A in the bottom of Lake Parker at Lake-
land, Florida ........................ .......... 144
































s




























































































































. e




































































































































































































































































































































































































































































































































































































































































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- --- a









RECORDS OF WELLS AND OTHER WATER-RESOURCES

DATA IN POLK COUNTY, FLORIDA


By
Herbert G. Stewart, Jr.



INTRODUCTION


An investigation of the geology and ground-water resources of Polk County, Florida (fig. 1), was made during-the period April 1954 through February 1960 by the U. S. Geological Survey in cooperation with the Florida Geological Survey and the Board of County Commissioners of Polk County. Preliminary results of this study have been published by



EVA
F L


POLK CITY

HAINES
LAKELAND AUBURNDALE

NC
HIGHLAND CITY

BARTOW LAKE WALES

MILES

FT MEADE
FROSTPROOF


POLK COUNTY



Figure 1. Map of Polk County showing location of principal cities and towns with inset map of Florida showing location of county,






2 FLORIDA GEOLOGICAL SURVEY

the Florida Geological Survey as Information Circular No. 23, entitled "interim Report on the Geology and Ground-Water Resources of Northwestern Polk County, Florida" by Herbert G. Stewart, Jr., and as Report of Investigations entitled "Geohydrology and Water Resources of Polk County, Florida" by Herbert G. Stewart, Jr., to be published by theFlorida Geological Survey. Well records and other water-resources data not included in the above reports are presented herewith.

Table 1 contains well data collected during the present investigation and information on wells inventoried previously by Stringfield and Peek. Stringfield (1936) published records of wells and water-level measurements in Polk County, and a map of the piezometric surface of the Floridan aquifer in peninsular Florida. His wells are identified in the "Remarks" column of table 1. Peek (1951) discussed ground water in relation to Kissengen Spring but did not publish well data or a piezometric map. The wells used by Peek are not identified in the present report. Whenever it was possible the wells used by Stringfield and Peek were revisited and the water levels measured during the present investigation.

Table I also identifies well logs, cutting samples, and electric and gamma-ray logs that are on file with the Florida Geological Survey. The individual well records listed in table 1, including detailed location sketches, are on file with the Ground Water Branch, U. S. Geological Survey, Tallahassee, Florida.

Table 2 consists of geologic logs and fossil identifications com- > piled by the author from a study of well samples on file with the Florida Geological Survey.

Table 3 contains miscellaneous and periodic stage measurements of many lakes in the county, and of Kissengen Spring, near Bartow. A recent report on surface water in Polk County by R. C. Heath (1961) contains much additional information. The surface-water report lists all lakes and streams in the county for which gaging and stage data are available at the U. S. Geological Survey, Surface Water Branch, Ocala, Florida.

Figure 2 and table 4 contain water-level data from wells in the nonartesian aquifer which is composed of the' surficial sands -of the county.






INFORMATION CIRCULAR NO. 38
:Fi"


105
0 742-131-1 1
(2.7 miles south of Frostproof)
104


103


102
J
J 101


A 100

0 \ \ \
0 99-
L10

98


m 97


96

iL-
105


S1094 9 10 1 2 13 14 15 16


Figure 2. Hydrograhs of wells in the nonartesian aquifer, Polk County.103

IiLW 102r

010


100
748-119-1
(18 miles southeast of Lake Wales)
99- 191950 1951 1952195319545 11955 1956 19571 1958 1959 1960


Figure 2. Hydrographs of wells in the nonartesian aquifer, Polk County.






FLORIDA GEOLOGICAL SURVEY


Table 5 contains water-level measurements in wells in the upper-
most artesian aquifer. This aquifer is composed of the lower, more
coarse, zones of the pebble-phosphate deposits that overlie the limestones
of the county.

Table 6 contains water-level data from wells drilled into the
secondary artesian aquifer which is composed of the limestones of the
Hawthorn Formation.

Table 7 contains water-level data from wells that are drilled into
the Floridan aquifer, or that receive water from both the secondary and
Floridan aquifers. The Floridan aquifer is composed of the limestones
of Oligocene Age and older. Evidence presented in the final interpretative
report of this investigation indicates the Avon Park Limestone may be
the lowest unit of the aquifer in Polk County. The Floridan aquifer is
the most important source of ground-water supply in the county.

Table 8 contains the results of chemical analyses of water samples
collected during the investigation. The analyses were made by the
Quality of Water Branch, U. S. Geological Survey, Ocala, Florida. A
summary table of these analyses is presented in the final interpretative
report. The analyses presented in the interim report are included in the
present table.

Table 9 gives the hydrologic properties of 13 sand samples from
test hole 805-156-A, in Lake Parker at Lakeland. The analyses were
made by the Hydrologic Laboratory of the U. S. Geological Survey, Denver,
Colorado.

Figure 3 shows logs of water temperature obtained from 11 wells
in the county. These temperatures were measured with a thermistor-
type thermometer and were recorded manually. Additional water tem-
peratures measured with mercury thermometers, are given in tables 1 and
8 of this report.






6 FLORIDA GEOLOGICAL SURVEY


WELL-NUMBERING SYSTEM

The well-numbering system used in this report is based on latitude and longitude coordinates. Well numbers were determined by locating each well on a map divided into 1-minute quadrangles of latitude and longitude, then each well in a quadrangle was numbered in the order of inventory (fig. 4). Each well number is a composite of three numbers separated by hyphens: The first number is the last digit of the degree and the two digits of the minute of the latitude line on the south side of the 1-minute quadrangle, the second number is the last digit of the degree and the two digits of the minute of the longitude line on the east side of the 1-minute quadrangle, and the third number is the numerical order in which the well was inventoried in the quadrangle. For example, well 826-131-3 is the third well inventoried in the 1-minute quadrangle north of 28026' north latitude and west of 81031' west longitude. By means of this system, wells referred to by number in the tables can be located on the illustrations. The same system is used in numbering test holes except that consecutive letters of the alphabet are used instead of consecutive numbers, for example, 805-156-A. Thetest holes were filled and abandoned immediately after drilling, and therefore are distinguished from wells.







INFORMATION CIRCULAR NO. 38 7





REFERENCES


Heath, Richard C.
1961 Surface water resources of Polk County, Florida: Florida
Geol. Survey Inf. Cir. 25.

Peek, Harry M.
1951 Cessation of flow of Kissengen Spring in Polk County, Florida:
Florida Geol. Survey Rept. Inv. 7.

Stringfield, V. T.
1936 Artesian water in the Florida Peninsula: U. S. Geol. Survey
Water-Supply Paper 773-C.





role i, Rlscn .. 1 ell, In Polk Counly, FIL i,


Well number; ee ts"t for plsnetion of u ill-nuolJrintn yiLeB,
Depth of wMll IRepored unless otherwise noted: H, measured by author tfr.ir1-.i
dropped,
Aqulifr' 1, nonarteltrnj i 1 suoondaryl 3, Florldan;, 4, WPPero' artileLn,
Water level Bilow Iand surface unless otherlvir no tdj A, above land surf ce
flowingl well),
Type pumpI O, .sntrifugeli F, forces J, jeti N, nonel ?, pitcher| T, turbine
W, windmill,


Kind of power: N, elirtcic; (;, bbtlts ged; L, liquid fuel,
Aaporte4 yield HM, uisuret by author.
Uei: 1, dimsriCt;; In, ndutril; Ir, r irrligaion; M, munciutpal 0, obieFvla;on
Pd, other public supply; X, P9her,
Geologic dlta available; E, electric log)i garla-ray lugl W., 101 well9number,
cuttings avvilablei Wat*, 1I well-number, driller'i log ievatlble,
Reimrkle Abn, abandoned; Dell, destroyedl rPo, well number in Water Supply Paper 773oC
and other;i L,, water level, in fast.


Location A !ing Measuring point Water level
it i l it





-Ing!__i1 (7) _7 .J R i
s ^ill I s i s !| j jal t s 3 tI
^ ;I ^ n m -?3- -? n-lgm n n f Tgr ^i.^ ^nT- T -sr


739-121-1 1NWW 130 32130I .S. Air Force Layne-Atlantic 1942 1,000 10
I Ic I ICo. I


-2 SW SW 30 32 30

-3 NE 8E 31 32 30

-4 NE SE 31 32 30

739-129-1 N1 NW 35 32 28

739-133-1 NW SE 31 32 28

-2 NW SE 31 32 28

739-136-1 NW NW 34 32 27


739-137-1 SE NW 33 32 27

739-147-1 SE SW 26 32 25

739-149-1 NE SW 28 32 25


739-150-1 SW NE 31 32 25


...... do ......

*=**.*do*****=

......do---d -
----------------do

Avon-Florida
Citrue Corp.

Neuman-de Veg-
vr Orove@ Inc,

......do ......

Harl Altman


Ben Hill
Griffin Inc.

Z. Gillispie

Elun Saula


..---do-....



------do---- --


May Broe,

A. H. Marquardt

*..**.do------
---------------d----**



J. M. Gilford

C. D. Cannon
and Sons
o----do--


Rodney Durrance Geo. Dansby


1942

1942

1942

1950

1945

1945

19481


1956

1956

1956


1945


540

1,035

1,055

1,238

240

1,067

700


L,030

935

200


Top 6-tneh
ates valve
flange
......do...=..-


*=.*..do*......


........dO.....


Land surface

Access hole in
pump base


End 4-inch
nipple in pump
discharge

End 4-inch die
charge pipe

Access hole in
pump base

Top pump colur
inside of
discharge


3.42 61.0


59.0

61,0

61.5

114.63

131

131

128,0


145.0

113.0

LOO. 0


19.6A
19,3A

19,6A
1915A

16,SA
16.7A

16.7A
16.7A

21.9

33.31
34.50


33.70
34.44


51.47
51,31

29.61
26.48

20.57
15.30


2-10-55
3. .855

2-10-55
3- 8-55

2-10-55
2- 3-60

2-10-53
2- 3-60

10. 6-50

12-23-58
2- 2-60


3-20-58
2- 2-60

10- 7-58
2- 2-60

10- 3-58
1- 6-60

6-27-58
1- 6-60


450 I. 75


576

400

420

1,500




2,500







--000


W-437


W-667

W.381

W-668

W-2842


see Fos RI 15,
p. 108-109


....... WL 17.25
1-22-60




Table 1. Continued
(1)~~ )()4()) 7 () (9 (1 |U (12) (U33) (14) (13) (10) 1(17) (18) 19 W1 (ZI)-j(ZZ(2~ ~(241 (221
739-151-1 NW NE 36 32 24 W. Dow Durrance C. D. Cannon 1946 9007 10 -- 3 ......--.-..-. .... ..... ..- - 800? IV --.... --.
and Sons
-2 NW NE 36 32 24 -do------ W. Dow Durrance --- 23 4 20 1 Top 4-inch 0.3 126.5 7.23 6-26-58 C 2 100 Ir .--- ----coupling 7.86 1- 6-60

739-152-1 NW NW 36 32 24"E. C. Clanny C. D. Cannon 1956 809 8- 1407 3 4ecess hWle in .10 131.6 49.65 6-26-58 T .--- Ir --- ------and Sons 6 pump bas 44.25 1- 6-SQ

739-157-1 NW SE 36 -32 23 John Gill ----.do----- 1957 800 8- 295? 3 Top pump .90 130.3 45.26 1- 5-60 T L ---- Ir -- ------6,4 column inside
discharge

740-108-1 NW NE 29 32 32 Consolidated -------------- 1917 194M 4 --- 3? Top 4-inch tee .30 49.6 .20 6-26-57 C L ---- D -. ..---Naval Stores Co 1919

740-143-1 NE NE 29 32 26 W. & F. Roe Phillip Morrill 1944 930 10 70? 2,3 -inch water- 1.15 145.3 58.80 1-29-60 T L --- Ir --- ------and Son return connection on pump
base

740-150-1 SE NE 30 32 25 Rodney M. Geo. DAnsby 1946 318 10 88 3 End of 6-inch 3.30 123.0 44.98 6-26-58 T 0 .--- Ir ---- ----- WL 41.67,
Durrance discharge 39.68 1- 6-60 1-22-00
connection

740-200-1 5E NE 28 32 23 E. V. Whiddon -------------- 1952 80? 2 40? 1 .............. ---------------CE ---- D,X ---- ------740-201-1 SE NE 29 32 23 -----do------ -------------- 1955 11* 2 20 1 Top 2-inch .7 ---- 3.92 6- 6-58 N ---- X .... -.*..
casing

741-126-1 SW NW 17 32 29 E. H. Rucks Gao. Dansby 1952 284 4 222 2 Top k-inch Flush --- 8.61 2- 2-59 C L -. D,X --. .---plate on 7.98 2- 3-60
casing

741-135-1 NE SW 14 32 27 J. W. Keen C. D. Cannon 195511,117 12 174 3 cncess hole in 1.20 152.7 58.38 3-10-58 T L --- Ir ---- .--and Sons ump base 58.95 2- 2-60
741-136-1 NW SE 15 32 27 0.' 0. Polk ----do----- 1956 1,052 10 192 3 ---- ----------- ----- ----- ------- T 0 1,320 Ir -.-- ---.--2 NE SW 15 32 27 larl Altman -----do----- 1956 1,038 10 98 2,3 nd 4-inch dis-3.10 173.4 79.19 1- 8-58 T L .--- Ir -- ----harge connec- 79.16 2- 2-60
tion
741-139-1 NW NE 19 32 27 W. L. Shepard Marion Ward 1957 200 3 40 2 ------ ---------- ---- ----- ------ C E --- X .-. -------2 NW SW 18 32 27 M. L. Lastinger C. D. Cannon 1957 931 10 162 3 End of 6-inch U.0 149.2 61.83 10- 7-58 T 0 1,300 I .... .......
and Son discharge 58.58 1-2960
connection
741-140-1 SE NW 24 32 26 W. & F. Roe Phillip Morrtll 1946 76 12 66 2 access hole in .5 147.3 14.34 10- 7-58 T L ---- Ir -.- --and Son sump bass 15.11 1-29-60
741-141-1 S S8 15 32 26 W. H. West C. D. Cannon 1956 405 4 55 2,3 Top 4-inch .8 131.8 45.85 10- 6-58 J S D .... .......
and Sons casing 45.08 1-29-60






Ible I, Continuad
III~ I54JI IIIIii3___ I'' 'L II '.'!!e !N (61. 741 "T7 1F -Ifi -riw .._._.
741-142,1 SW BE 15 32 26 W. H WeaL C. U. Cannun 1956 928 10 134 2,3 Eid of too on 2,0 130 43.58 II- 66 T L r,
and Sons discharge 42.74 1-;9-60

741-150,1 NW BE 17 32 25 W, Lomwr Davis Ceo, Dansby 1937 70d a. 309 2,3 End of 6-inch 4,4 133.9 55,31 6-27F58 T -.- .--6 discharge p+ps 48,14 1-22-60

742-129-1 NE NW 14 31 2 R, r, Dasher lsyna-AtlantIc 1946 1,060 12 291 3 Top of nipple .2 103.6 15,96 3-I-50 T L ...--- W-941
Co. in access hao
in pump base
742-131-1 NW SW 9 32 20 U.S. geological Van Duyne 1948 62M 6 59 1 Top 6-inch 3,0 X44.311 43 9-24-45. o....-... --- WgI- Polk 48
Survey casing 1002
-2 89 NW 9 32 28 W, Keen Layna-Atlantic 1945 1,023 12- 430 3 Access hole in Is 139.59 48,13 2.21.55 T ... If ... W4965
Co, 10 pump base 49,30 2. 2-60

-3 11 NI 8 32 23 0, K. Anderson Barney's Pumps 1957 1,102 1. 400 3 -...............-.- 15153........... .T L 650 If .W.-4461
Mate 6
742-132-1 NW lB 8 32 28 Blanche 1 Mallett Layne-Atlantic 1949 1,113 12 317 3 Access hole in Flush 154.50 61.14 2-27-3 T L 1,000 Ir ---- W-187 Air line
Co. pump base 85 feet

742-134-1 NE NE 13 32 27 B, 0. Polk 0. 0, Cannon 1956 1,100 12 204 3 End $-inch 3.5 157.1 61.90 2-. 2-60 T 0 1,320 Ir .... .......
and Ions discharge
connection

742-147-1 NB NW 14 32 25 D. K. Thompson ..---do-.--- 1955 001 10 65 2,3 Access hele in 123.7 35,04 1- 6-60 T G .... Lr .--- ------pump base

742-150-1 BE NW 8 32 25 Swift and Co. Vaughn 1946 811 20- 380 3 .---do-.-- .8 97.8 9,31 5- 1-58 T E 5,000 In ..-. ...-.-.
12 9.29 1-22-60

-2 55 NW 8 32 25 ......do ................... 1945 7971 20- 382M 3 Top 20-inch 4.4 93.3 8.81 5- 1-58 N In ...- 9. G WL 8.10,
18 casing 8,50 4-10-59 1-22-60

742-152-1 NE NW 13 32 24 Lloyd Shirley Cardenhire 1955 575 10 140 2,3 End 6-inch 2.95 135 49,83, 1-22-60 I L 925 r -- .--.-discharge
connection
742-200-1 NE NE 16 32 23 Aierican Prins ---- 19M 4 16 1 Top 4-inch 1.0 140a 3.49 6- 6-58 C L 112 X 71.5 .--Agricultural casing 3,75 1- 5-60
Chemical Co,
743-125-1 SBE SBE 4 32 29 Polk County Herman Sloan 1959 203 3 162 27, l.Inch gate 3,40 57,2 22,40 9-29-59 N S 73.5 Wgi- Lake
3 valve an wall A 1003 Arbuckle.
discharge 21.70 2- 3-60 boat
A landing
743-128-1 SW SE 1 32 28 Christian C. G. Crosby 1954 615 4 168 2,3 .................. 82.86 .... ........ t E 30 D .... W-3215
Service
Training Contur
743-130-1 SE SW 3 32 28 Davis Bros ------do--.--- 1947 1,107 12 293 3 .................- -- ........- ----- --- T ..--" Tr ..






'blo- L. C-ntinuud
u Tii hi T4J i .i t is i Jl ii'cia el7114 1 11 71 11 il l tell' '1211 'ts) as

743-134-I SE NE 4 32127 W. .rostproor 926 735 16 ---- 3 --.------------ ---- 148.88 .----- N -- ----. W-64 Cil test;
Land and Timber Abn plugged
at 20 foet

743-141-1 NE NE 3132 26 C, W. Adams I. A. Dansby 1940 1,060 10 177 2?, Access hole in 1.05201 115.81 3-19-58 T L 970 Ir ---- ------i I I 3 pump base 116.13 1-29-60

-2 NE NE 10 32 !26 ohn 4 M, R. Vaughn 1941 926 8 192 2?, End $-inch 4.70 191.60 105.46 3-19-58 T L ---. Ir ---- W-411

NOwsoMU 3 discharge 98.45 1-29-60
743-148-1 NE S 4 32 25 1wift and Co. -------------- 1937 800--- --- 3 kcecas hole in Flush --->42 5- 1-58 T E 3,000 In --- ------ump base

-2 NE SE 4 32 25 du------ -------------- -1938 800 30 ---- 3 do- 1.0 136.7 73.04 5- 1-58 T E 3,000 In ---- ------- WL both
74:27 1-22-60 pumping

-3 NW SW 3 32 25 ------do -------- ----1945 840 20- 380 3 -------------- ---- ----- ----- ------- T E 3,200 In ---- .----.12

-4 NP. Sr 4 31 25 -...-. -- IM. 8, Vaughn? 1947 --- 6 ----- ------- --- -. --- ----- T Z In, -- ---D

743-154-1 NE NW 3 .32 24 Florida luard Krllska Wull and 1953 201 4 110 2 Top of sani- .90 140 11.95 4- 8-58 J E D ---- W-3024
or Forestry supply tary sel 7.74 1- 5-60

743-157-1 SE SW I 32 23 J T. Bellumy --------------- 1935 240 4'---- 2 Top 4-inch Flush 140 39.10 6-11-58 J E -.. D ..----coupling 38.98 1- 5-60

743-202-1 NI NW H 32 23 J. F. AlbriLtton IIuyuLL.v 1953 872 10-! 300 3 End 6-inch 5.0 144.2 87.92 6- 8-58 T L-6 discharge 65.51 1- 5-60
connection

744-131-1 SE NW 33 31 28 Willinm Flls-- .------------ 1939 319M; 6 208M 2 Top 6-inch Flush 97.5 ----- -------- ---- 0 E Polk 51
cnsing

-2 NW SW 33 31 .28 'Minute Maid G. W. Dunaby 1940 1,060 10- 334? 3 -------------- --- 93.00 ----- ------ E 750 In ---- W-519
Corp. 8

-3 NWdSW 33 31'28 .----do ---- 1945 1,040 12- 400? 3 ------------- ---- ---- ----- ------ T E 1,200 In ---- -----I 10

-4 NW NW 33 31 28 Town or R. II. hudson 1926 1 254 8 103 2 ----------------- ----- ---- ------ C 750 M ---- Wgi- Po-41
Frostproof 429

-5 NW NW 33 31 28 --d--do---- -------do--- 1926 425 6 191 2,3 1-inch tap an -1.5 85o 7.72 2- 4-58 C 0 650 IM -- ..-B-Inch tue

-6 NW NW 33 31 28 -----C do 0, Cannon 1950 430 16 197 2,3 Access hale in Flush 84,7 3.07 2- 4-58 T E 2,500 H 77.5 .--.-.
and Sons pump bas

744-136-1 SE SE 34 31 27 J. W. Keen Laynu-Atlantic 1945 963 12 193 2,3 ------do- -- 1.50 167.7 74,65 3-10-58 T L 1,250 Ir W-967
Co. 75.02 2- 3-60





'labia I. t.ni,.nued
17- 'iisY" 'Ja Ti-O iTSf -I sio as 31______I__744.141-t BW 1W 26 31 26 Harvey Hall, Jr Gardeniktre Oros 1952 687 10 -- 2?, End 6-inch .70 $4, 69.00 3-20,54 ----
3 discharge 74.19 IP29-60
eonnec tion

-2 BW NW 35 31 26 Ft. Meade 1955 --o 16 --. 3 Top 10-inch .40 178 91.13 ,20.58 N --- r.Groves Corp, casing

744.14201 SE 85 25 31 26 Larry Durrance D. Cannon 1956 et 10. 0;185 2,3 Top pump .3 196,5 113.44 10P 9-58 7 L r .
and sons 8 244. col umn, inside 112.66 1.29-60
312 o' pump
discharge

744-143.l 0* NW 33 31 26 W. & F. Roe Phillip Morrill 1946 178 12 145 37 ........... 180. ...... -. T 1 1,500 Ir .... ... *Center
and Son

-2 NE NE 32 31 25 A. 0, Wright, Sheroule Wall 1959 851 10 o 2, .-* .......... ...... . ....... T 2 600 1r, -- WBIJr. Drilling a 290 D 1004

744-147-1 8 8E 34 31 25 0. A. Mann C. D. Cannon 1956 700- 8 60 2,3 End 6-inch 1.5 124.5 38.09 10. 3-58 T L 600- Ir .... ..-.
and Bone 800 discharge 37.22 1-22-60 700
connection

744-153-1 SE BE 34 31 24 0. C. Russell ..do 1956 820 10 173 3 Ik-inch tap in 1.0 145.4 62.02 6.11-58 T Ir -.... .......
pump base 58.15 1- 5.60 1

744-154-1 NS BE 33 31 24 L. D. L. D, 1930 117 Ik 60 1 .................. ..... ....... .P.
Harborough Harborough

744-156-1 BE as 30 31 24 American .............. 1952 850 24- 0-145 2,3 Edge of pump .7 149.0 62.24 1- 5-60 T E --.- In -- Wgi- Air line 640
Agricultura 18 266- base 1005 feet: alternate
Chemical Co, 321 mp is air line
Base, 1.0 feet
above concrete
base (land
surface)

744-157-1 SW SE 25 31 23 American Layne-Atlantic 1956 950M 16- 337 3 Access hole in 1.45 148.07 72.73 6. 4-56 T 9 2,000 In ---- W-3852 WL 1960 pumping
Cynamid Co. Co. 12 pump base 67.58 1- 5-60 E
-2 SE 81 36 31 23 American Virginia 1926 652 30- 324 3 .............. .... 154a ----- -------N 7,500 in .--- Wgi- Po-38
Agricultural Machine and 15 1006
Chemical Co. Drilling Ca,

744-159-1 SW 51 27 31 23 S. Cavalier Roy Wilt 1957 130 4 87 2 Top of sant- .40 152.8 23.86 6-13-58 J E --- D 77.5 ..-.-tary sual 26.47 1- 5-60

745-133-1 SE SE 19 31 28 Keen Fruit C. D. Cannon 1957 969 12 195 2,3 Access hole in .25 151.4 58.21 12-23-58 T L .-- Ir ---- ------k Company Inc. and Sons pump base 56.99 2- 1-60

745-134-1 SWNE 25 31 27 Polk County Whatley Pump 1959 370 4 137 2,3 ------------- ---- 135c ----- --------T 0---.. --- W-5351
and Well Co.

745-140-1 SE NE 26 31 26 W, M. Kelly and I-do------ 1956 773 10 104 2,3 End 6-inch 2.0 140.5 59.00 10-13-55 T L .. Ir ---- ----:-J. 0. Campbell discharge 57.67 1-29-60
connection





Tablu 1. C nclnued


t to isot son Ita s idi


745-1-3-1 NW NW 28 31 26 Hugh CoPk


743-145-1


-2

7:-5-l46-l


NW NE 25 31 25 Swift and Co.


W NE 25 31 23 ......do-- ..

SWISE 23 31 25 Polk County


Sarney's Pumps 1956
Inc.


C. ,D Cannon 1949
end Sons
......do ..... 1947

B. F, Boland :913


852 to- 0-156
,8 345.
433

739 2A- 231?
16

146 6 -..

480 8 200


-2 NE SE 26 31 25 Sert 5 S ita s t. ..............* 192 ****. 6


.3


745-147-1

-2


745-148-1

-2


-3


745-151-1


S 745-153-1


745-L58-1

-2

.3

-4


-5


NE SE 26 31 23 F. M. Wade


SW SW 23 31 25 C, C. Flood


SW SW 23 31 25 ......do .....


NE SW 27 31 25 City of
Ft. Head

NE SW 27 31 25 Sasson-King Ien


SE MN 27 31 25 City of
Ft. Meade

SE SW 19 3L 25 V. G. Roe and
Co.

HE NW 26 3L 24 Florida Fruit
Co.

INWSE 126 31L23 American
S Cyanemid Co.

NW SE 26 311231 ]----do*.---.

NE SE 26 31 23 .....do---- .

NE SE 26 31 23 ......do .....


W SE 26 31 23 --. do-- ...
jI


......- .......





Price




. -- .......------ -


,Duval DriLLing
Co.

Morrill end
Sons

May Art Drilling
Co.

C. N, Boland

......do....--

......do ......

------do-----

..-.--do--- ......
.d-0....


1928


1948


1956


1913


1915


1956


1947


1950


1912

**--


****


.... 8


2M1 2


30 2


900 12


705 L2-
10

836 20-
12

550 LO


911 24-
120

980 16


850 10

850 10

850 15


850 15


2,3 Top. pump clumn,l 0,2 198.5
inside of pump
discharge

3 Access hole in 1.25 89,13:
pump base

2 ................... 89,6

3 Top horizontal 3.L 79.9
4-Lnch well
discharge pipe


3? ---....... .... .....-




3 ---......---........-


2 Top 2-inch 1.5 .129,0
aLL on casing

2 ........-.......--- I ..-


3 Access hoLe iLn .50140.2
pump base

2,3 .............-.... .-..


3 Access hole in 1.441137.89!
pump base

2,3 Airline gage 2.5 IL58.0


3 Access hole in .LO 163.49:
bump base
3 ...... do...---- ,35!140.13


3 .............. .... .....
3 .............. .... .....

3 --.............. .... .....
3 ........... .. .


3..................


113.09| 1-29-606 TS L 1,200


24.75
18.12



3.271
A
.82
A








7.25
5.25



52.69
53.06




56.26
55.74

73.0
67.5

80.0.
77.84
58.00





----


A*30*58 T; 14,600
122-60

.......T-- E 34

4- 5-55 CiL ----.

6- 3-55

....... C G 10




*....... ,.....


10-10-58 CIL 100





1-22-60 I
....... iTE 500


3.L9-58 TI.,1,500
1-22-60 L

2-16-59 T E *--*
1-22-60

4-10-58 TE1 10,000
1- 5.60
1- 5-60 TE *.....

....... T L 500

....... T 1,200

E .....
N ..


( 1 ral iss tel r ,


i


'r -...1.-WI 07





I
In ...iW-213 A Both WL 'pumpln


;In,l.........

Ir 75 *** Po-39; prison
farm



x 73,5 ** Yield flowing
reported by FOS,
1957; '"t. eadld
Springs"

Ir, 74 ......
X

r .... ----.......




I
S77 -....... Po 2


In ....... -- -
i ;
S..---..:W-4l23


Ir -.... ....... Air line
I 112 feet

t ...-*. W-2304

,PS .81 -....... L pumping

PS ....J- ...* Stand by only

PS ..... Sl...ing 'pool

In, ... ....... Standby only
PS

In .** *.***. Abn





Tabls 1. Continued

745156 NW 9 ;i 3 13 Alerican C, N. landd 834H 16 394 3 Top 15-ingh 2.50 137.47 5938 4- 5-55 N -- In -wv- I Abn
Cyanamid Co. (langi on 61.85 6- 3-55 Po.
casing

745.159-1 NE NW 37 31 23 1, 0Pearce C. P, Cannon 1955 766 10- 0-136 2,3 Accaes hole in ,65 122.6 39.45 1- 6-60 T L 1,;00 Ir -.- .-and Ouns 8 236- pump bass
348

.2 UW IE 27 31 23 W, A. Pbbs Herman Sloan 1959 272N 4- 112 2 Top 4-inch .70 160a 69.62 5- 9-60 N ... If .. 1,0
3 caotng

746-12-1 NW 3W 19 31 30 0111 and John Spivey 1957 400 4 204 3 ......... .. ................ T I D ....
McDonald Corp.

746125,1 N 11 16 31 29 3. N, Davis ........ 1953 234 2 100 2,3 Top on top of 1.9 66.6 10,4A 3-11-58 W DX 73 ....
sailing ,9A 12-15-59

746-131-1 01 N 21 31 28 W. J. Mann 0, D. Cannon 1956 996 10 200 21, .............. 118,7 ..... ....... T 0 1,000 I .... .......
and $ons 3

746-140-1 ME W 24 31 26 J. W. Doke --..-.do-.- 1956 755 8 120 2,3 ................... ..... ..... T L I-- .r .- .
-2 IW N 24 31 26 Griffin Trask .-do-.- 1955 703 1 o- 2,3 .............. .... ..... ..... ....... T 0 Ir .... .......

746-141-1 NZ NE 22 31 26 Ilvis L. Baggett ..-do-.- 1957 4251 6 80 2 End 4-Inch 4.0 155.9 33.41 3-21-58 T L Ir .... .......
discharge 26.63 1-28-60
connection

746-143-1 SE NI 20 31 26 W. F, Eger Gardenhire Bros. ---- 890 10- 497 3 Access hole in 1.0 223. :137 1-28-60 T I ..- Ir JgI6 pump bass 335

-2 32 0E 17 31 26 Mikolai -do ...... .... 900 8 238 3 .............. .... ..... ..... ....... T L Ir WiSkubia. 463

-3 SW SW 16 31 26 Larry W. C. D. Cannon 1956 856 10- 0-194 2,3 .......... ...... ..... ............ T L I .... .......
Durrance and Sons 8 263363

746-148-1 NW SW 22 31 25 Alturas Canning Cardenhire Bros. 1945 840 10- 0-125 2,3 Top of nipple 1.70 148.5 62.45 3-18-58 T E 1,000 In -- Wgi- Both WL pumping
Corp, 8 149- in access hole 65,85 1-22-60 346
212 in pump base

-2 59 OW 15 31 25 1. D. Gooch, Dansby W. Dr. 1947 221 6 56 2,3 .............. .... 131.6 ......--. T I 60 D -- W-1625
Sr. Co.

746-150-1 BE NE 19 31 25 W. 0. Roe and P, Morrill and 1946 830 10 75 2,3 Airline gage 1.0 153 73.0 2-16-59 T If ---- ------ Air line 92 feet
Co. Son 1947 70.0 1-22-60

-2 NW SW 20 31 25 .d--do----- ----d 1946 550 10 60 2,3 ----- d. 1.25 145a 65.75 2-16-59 T S --- Ir -. ---.1947 62.25 1-22-60

746-153-1 NW SW 23 31 24 minute Maid -------------- 1945 855 10- 370 3 Access hole In 1.0 169,6 50.00 4- 8-58 T L 1,000 I ----Corp. 8 pump base 78.32 1- 5-60





Table 1. Continued
,.. ... I .. i.... ,. ,,.,. .... .. ... .... ..1. ....?. ...


747-114-1



747-119-1

747-125-1





747-131-1

747-132-1


747-133-1 (NW ISE


-2


LI 7747-137-1


747-140-1


747-142-1

-2



747-143-1


747-144-1

-2


-3


747-148-1


-2


SE NW 17 31 31 Cons. Naval
Stores Co.


NE NW 16 31 30 REA

NE NE 16 31 29 8. N. Davis





NW SW 9 31 28 S. W. Keen

NW SW 8 31 28 R. Wilson Byrd


SW 16 31 26


Citrus Grove
Development


Minute Maid
Corp.

B. P. Kelly


Lee Baggett


Ellis B. Varner

.-.-..do---..



4. F. Eger


r. R. Best


May Bros,











C. D. Cannon
and Sons
A. H, Marquardt
& Ben Lovelace
Co.

R, H. Hudson



H. C. Garden-
hire

-..---.... do------


C. J. Argue


earney's Pumps
Inc.
C. D. Cannon
and Sons


H. C. Garden-
hire, Jr.


Barr Groves Inc.IGardenhire Bros,


B. S. Varn and
R. A. Fort

Int'l, Minerals
and Chemical Co,

S. D, Gooch


......do..--..


Layne-Atlantic
Co.

......w........


903" 6



4

---2


1957 1,002 12

1959 1,471 10


1935 1,017


179M


247

254



208



187


306


90


108

165



316




360


336


3144


Top 6X3-inch
reducing
bushing

............


61e


.........---.. 158.3

--------- 202.1


3 orp of i-inch
plug on
discharge pipe

3 -----..............


Access hole in
pump base






I Top pump
column inside
pump discharge

Access hole in
pump base



Access hole in
pump base

----do- ......


rop 24-inch
casing

Top 10-inch
casing


180 1165.3


128.03


146.5





164.59

160,2



181.93


201.8

215.8


206.4


115,04


133.5


1.OA











69.61






51.93
49.21


----



76.62
76.47


88.80




133.31


138,59


32.80
32.70

43.31


2-17-55
3- 8-55




3-11-58


W-1726
8,G


--900 ----W----63
..-. 900 I -- W4963


2- 2-60 T I



..--.... J


6-19-57 T L
1-29-60

-- J E


T--L-- L

10-13-58 T L
1-28-60


1-28-60 T E


....... T L

4-23-58 T E


1-28-60 T -


5-21-58 T 8
1-22-60

1-22-60 T E


r --.... Wgi-
1007


150 D ---- W-978


1,060 Ir --- W-1110


--- D ...-- ...---.


800 Ir --. W-3779

1,300 Ir -....---.



--- r --.... 912


-..... Ir -- --

-----Ir -- Wgi'
348

---..... iTr --- Wg
343

--. n --.. W-1062,


.. D -- ----


Well in Lake
Weohyakapka,
40 feet from
shore; observed
flowing as shown


- I i i I & C Q


) 1( its 181 1 s


ful Is


l oot till (1 1


ats usi tirs '










747-149*1 NW IS 9 31 21 Int'l Hinsrals Layno-Al:14n 1946 001 24- 366 3 'up c'uncartl- Vwh 131,02 47,41 524-58 T E b,000 in vv-. W.P008 and ChewOisl Co. CO, 18 pump basi

747,153-1 SW HE 15 31 24 Swift and Co. 0. D, cannon 1947 803 129 284 3 .-.--. - .-- .... T A 1,200 In --- -..
an Bon 10

-2 SW NE 15 31 24 ..-... "--.- do--.--. 1952 513 20. 167 2,3 Aitrline 5ag 2.0 166.8 67,5 4,30-58 T I -- In. Wgt. Airline 130 fasht
16 84.5 1- 5-60 1008 both WL pumping

747-154-1 01 EW 10 31 24 .-..-- dow..--- M, R, Vaughn ..-. 300 8- ---- 3 Access hole in ,90 160. 76,45 4-3058 T A 160 In Both WL pumping
6 pump bass 74,90 1- 5.60

747.158-1 SW IW 12 31 23 Nathaniel Barney's Pumps 1955 100 3 63 2 ................ 12816 ....... 20 P -1 W-3576
McFadden Ina,

-2 IW SE 11 31 23 Seaboard -..-............ -. 390 10 120 2,3 Access hole in .6 136.0 51,50 6- 5-58 T 1 161 D, .... ......
Airline RR pump bae x

-3 SW 01 11 31 23 .--d ...... ....... ...... 1941 291M 4 5914 2,3 Top 4-inch. .4 136.0 52.07 6- 5-36 N .-.- 0, ---- 8,0 Abn; WL 49.41,
1942 cesin& 51.72 4- 9-59 x 1-6-60

747-159-1 NE SE 10 31 23 Lawrence J, P. Whatley 1950 300 8 80 2,3 Top of pump .75 143.1 50.11 6-16-58 T L -..- Ir .... .......
Anderson column inside 46.45 1- 6-60
pump discharge

747-200-1 SE SW 10 31 23 ..do ...... .............-- 1930 600 6 ---- 3 Discharge 1,0 140. 53.70 6-16-58 T L 450 Ir ...- ---...flange on pump 49.89 1- 6-60

747-201-1 SE SW 8 31 23 B. L. Cravey B. L. Cravey 1943 21 3 15 1 Top 3-inch 1.2 160 6.25 8-16-58 0 L SO- Ir .... ....
casing 110

748-112-1 88 NW 3 31 31 Goo. Williamson Sadler and 1959 388 3- 246 2,3 .................. ..... ..... .....a E 60 0 --.. ...---Taylor 2

748-114-1 NE NW 8 31 31 U.S. Geological Van Duyne, Inc. 1948 20 6 12 1 Top 6-inch 3.9 60.99 58.65 1-28-60 . ..... 0 ---- Wgi- Polk 50
Survey casing 1009

748-115-1 NW NE 7 31 31 Consol. Naval May Bros. 1948 364 3 186 2,3 .............. .... 65,55 ..... ....... E 40 D, ---- W-1710
Stores 00. x

748-116-1 N NE 12 31 30 U.S. Geological Sherwood and 1950 12M 1h --.- I Top 1t-inoh 1.5 63. 2.20 12-15-59 . ..... 0 .... ....... Polk 53
Survey Bishop casing

748-118-1 NW NW 10 31 30 R. P. Mime Southern Pipe 1954 217 3 80 2? .............. .... ..... ....... J 8 .... D -.-- -----..
and Supply

748-119-1, NE NE 9 31 30 U.S. Geological Van DuyneoInc. 1948 17M 6 13 1 Top 6-inch 3.0 105.00 2.15 12-15-59 0 .... WSi. Polk 49
Survey casing 1010

-2 NW SW 4 31 30 Indian Lake Crosby Well 1957 968 10- 390 3 Top 10-inch .5 100.08 33.79 3-14-58 N 1,200 PS ---- W.4288
Estates Drilling Co. 8 casing 33.03 12-15-59

-3 NW SW 4 31 30 ---.-do ....... ......do- 1957 976 16 227 2,3 Top 1-inch 1.0 99.70 32.83 3-14-58 N ..... PS .... W-4503 WL 32.00,
casing 32.90 5- 6-59 12-15-59




Table 1. COnELnUOU
(1 ci 14) ii2 i3 i il (i (s0 110 I ,t 11 l ii) 1i1i 1141 [i l 1isi T171 111) iii 5 iii) 155) t) 5 ii)
748-119-4 NW SBE 431 30 Indian Lake A. H. Marquardt ---- 290 4 213 2 -.--.-------. ...- -.- -------.- T B .-..- X --- --.--.Estates Ir

-5 SE 8E 4 31 30 -----do--...Crosby Well ---- 943 8 218 2,3 -------------- ------------T E s X, -----Drilling Co. IV
748-126-1 NW SEI 5 31 29 Polk County Herman Sloan 1957 199 3 153 2,3 Top Ulk-inch 2,20 64.8 21.50 2-27-58 N Flow PS 72 WgL- Lake Weokyakapka
redut:ing 23.20 12-15-59 35 1011 boat landing
coupling on
casing

748-131-1 NW NW. 9 31 28 Marshall EdwardsHeater Well Co. 1957 1,202 16 309 3 Access hole in .20 242.6 150.57 4-25-58 T L 1,400 Ir -- WgiI pump base 154,62 2- 2-60 1012

748-132-1 NE SW 5 31 28 Citrus Grove M. R. Vaughn 1940 1,138 12 247 3 -------------- ---279.47 ----------- T L 1,240 Ir W-465
Development Co,

2 SW NE 8 31 28 M. H. Edwards Smith-Reeder- 1946 1,168 12 ---o 3 ---------------------------- ------ T L --- Ir .. ....
Smith

-3 iSESE 6 31 28 Maria D. Cody Kenneth Turley 1957 600 6- 271 3 ------------ -- 205.37 ---- ------- T B 150 PS ---- W-4364
4

748-138-1 NW NE! 8 31 27 8. P. xelly ------------------ 37 ik ---- I Top 1k-inch 1.0 ---- 6.0 6-17-57 N ----- ---.--------- Abn
casing

-2 SWINE 8 31 27! --- do----- John Spivey 1958 850 8 145 2,3 --------- ---- ---- --.-- T E -. Ir .748-141-1 SW SW 2 31 261R. C. Harley Barney's Pumps 1958 725 10 114 2,3 Top pump .5 151.38 61.24 4-23-58 T L 1,400 Ir ---- W-3878
Inc. column, inside 62.05 1-28-63
pump discharge

74i-144-1 NW SW! 5.31 26 Roy Perdue Gardenhire Bros.1955 815 12- 281 3 -----------------110.7 ---- ------- T L 1,500 Ir -- -10

-2 SBE NW 8 31 26 Lake Garfield -----do-- 1945 844 10- 360 3 ------------- ---212a ------ ------ T ---- Ir --- WgiNurseries 8 342

748-145-1 SW SE 6 31 26 J. L. Garrett ---- do- 1950 822 10- 0-128 2,3 -- ---------- -- 210.1 ----- ----- T Li .- Ir W-2139
8 188329

-2 NW 81 6 31 26 W. L. Hutcheson M. R. Vaughn 1945 -- 20 ---- 3 Top I-inch 1.70 213 127.52 4-10-58 T L Ir ---- ---1946 all in access 127.49 1-26-60
hole in pump
base

748-148-1 SW NW 10 31 25 Int'l. Minerals Layna-Atlantic 1946 797 24- 339 3 -- ----------- -- 110.14 ----- -- T E 6,500 In W-1050
and Chemical Co. Co. 18

-2 88 NW 4 31 25 Virginia- M. 0. Vaughn 1946 904 24- 796 3 Access hole in 1.0 127.49 47.18 5-20-58 T Z 2,700 In ---- ---- WL 47,32,
Carolina Corp, 16 side of pump 49.95 1-21-59 1-22-60
base

-3 NE SW 3 31 25 -----do ------ -- 1944 746 24- 3 ------do------ 1.3 ,102 26.74 5-21-58 T B 5,000 in 75 --.---- Both WL pumping
20 31.53 1-22-60









748-14b-4 SW NW 10 31 25 Jill I. Miniivials Ldy-iv-A Ii;ic 1946 147 24. 341 3 .---.---.--. -. 11.2 1--- ----,- T E 6,000 In ---WT995
and Chumical Cu. Co, 18

.5 NW NW 10 31 25 ---.do--..... -- ...----. 1943 800 24- 300 3 ..--- .-.- 115.35 ... T 9 6,000 in--.- W-619
10

.6 SW NW 10 31 25 .-..- do -.-. '.. .di-----. 1942 400 6 200 2,3 ........ ... 118.35 n- .

749-112-1 NZ NW 3 31 31 Norman Hedley Sadler-Taylor 1958 269 4 201 2,3lTop sanitary 1,0 57,0 6,29 2- 2-59 P 0 .-.
I seal

749-120-1 SW 1E 32 30 30 Paul Keen Crosby Wall 1949 800 4 102 2,3 Top 4-inch .5 74.2 1,00 12-15-590 9 ..... 0 74,5 Wgiv
Drilling Co. coupling 1013

749-135-1 53 NW 35 30 27 Crooked Lake John Spivey 1956 515 6 135 2,3 Top 6-inch Plu0 134,3 29,49 2. 1-60 T 3 PS .
Park ca Ing

749-142-1 NE SW 34 30 26 D. 3, Murphy ............... 1920 126M 6 -... 2? Top 6-inch cap .3 165s 22.05 6-20-57 . ..... .... ...... Abn

-2 N3 OW 34 30 26 ...do ..................... 1921 104M 4 103 2? Top 4-Inch -2,0 157 49.65 11- 5-57 N -. I --. Active drainage
casing 47.59 1.27-60 x well for control
of surface pond.
Ing

749-144-1 N3 NE 6 31 26 Lake Garfield Gardenhire Brom.1946 866 12- 310 3 .............. .... 232 ..... ....... T L ..... I -.... WgiNurseries 10 364

749-145-1 OW NW 31 30 26 Roy Pardue and ..----do-.. 1949 847 10- 312 3 Access hole in 1.0 217.4 131.17 4.25-58 T L ..--- I .--. Wgi.
others a pump base 130.95 1-26-60 471

-2 NZ NW 6 31 26 Lake Garfield ..---do-.- 1947 817 12- 316 3 ..-do---.. 70 230.5 136.46 4-29-58 T E -.-r .-- Wgi.
Nurseries 10 136.55 1-26-60 378

-3 NE NE 36 30 26 Hutchinson M. R. Vaughn 1940 681 12- 179 2,3 .............. .... 198.62 ..... ....... T L- I .-- W-10
Grove 10

749-149-1 E NE 32 30 25 Dan F. Wear J. P. Whatley 1951 673 8- ?-5 2,3 Top 8-inch .5 126 42.37 9-30-55 N ..- I ---- B,0
6 c6- casing 47.07 10-21-55
310M
-2 NW NW 33 30 25 Seaboard Gardenhire Bros. 1950 172 6 116 3 Top 6-inch 1.00 120.0 32.18 4-17-58 J E ---. 0 .... ....... WL 32.67,
Airline RR casing 34.56 1-21-59 1-23-60

749-150-1 NW SW 31 30 25 John Parker J. P. Whatley 1957 480 8 61 2,3 End 4-inch 2.0 146.0 46.68 10-10-58 T L- I .... .......
discharge 45.41 1-23-60
connection

-2 NW N8 31 30 25 Int'l. Minerals May Bros. 1938 800 8- 160 3 Top 9-inch Flush 142e 57.65 10-10-58 N .-- I .... ....... Dest by mining
cnd Chemical Co 1940 6 casing 1959

749-153-1 NW SW 35 30 24 C. W. Shepperd J. P. Whatley 1955 74 4 30 1,4'Top 4-inch .60 153e 5.16 6-12-58 C L ..--- I- ---- ------casing
749-156-1 BE NE 31 30 24 American H. L. Chase 1921 765 30- 351 3 .............. .... 160 .----- ------- N 5,138 In Wgi- Po-35, abn,
Agricultural 15 1014 capped,
Chemical Co. submerged






Table 1. Continued


ai ) 1| i .1111 5si] l ) 1 171 ,| .. | 1oi |1 1111i > 1 ) 1111 (14) I ) l 11) ,1 11i pvirWT 11) | i'1i| Ia i | i41 |1 1 i


117 2,3? ----------- --- -147.02


749-157-1



749-158-1


-2


749-159-1

749-203-1


-2


750-131-1



750-133-1


750-135-1


-2


750-137-1



-2

750-141-1

750-142-1


-2



-3


750-143-1



-2


SE NE



NE NE


NW NW


NW NE

NW NW


NW NW


SE SW


American
Agricultural
Chemical Co.

---.--do------


------do------......


J. P, Jameson

Lang-Lawless
Fruit Co.

..------do------


Florida
Research and
Water Co.

B. V. Dopler


Crooked Lake
Park Water Co.

A. Haber


0. T. Bryan



......do-- ......

Sam David

E. A. Pierce


L, F, Richey



Ledly Wear


N. A. Odowvki


--....do-----


.------ TIE


\\ \z


Barney's Pumps 195!
Inc.


------ 1916
.............. I9M@


.............. 1916


J. P. Whatley 1956

May Bros, 1950





Layne-Atlantic 1941
Co.


Crosby Well 1950
Drilling Co.

John Spivey 1958


Dunham 1956


Crosby Well 1953
Drilling Co. 1954


......do------ 1947

.............. 1940

Layne-Atlantic 1951
Co.

May Artes Well 1943
1944


Gardonhire Bros.1945


Barney's Pumps 1956
Inc.


Sherouse Well 1957
Drilling


42

1307





304


775





199

587


19%


967



918


1,060


167M


960



L,050

900

735


719


195 6


Pump discharge
flange

Top 2-inch
casing

Access hole in
pump base





Top 10-inch
casing

Top 4-inch
casing

End 6-inch
coupling on
pump discharge





Access hole in
pump base

End 8-inch
discharge
connection




top pump
column inside
pump discharge
..............


155e

157.5


155e


161.65



187,9


143e


136e


132.5







170e


177,0



176e


161.48


700 10-


725 8



130 3


81.40
77.72

5.87
5.05

59.16
60.11





35.75


17.05
14.98

31.68







76.76
77,00

84.93
87.58





68.74
68.80


---. W-3547


6-18-58
1- 4-60

6-18-58
1- 4-60

1-10-58
2- 1-60





3-14-58


12-19-58
2- 1-60

10-14-58







4-29-58
1-27-60

10-13-58
1-27-60





4-11-58
1-27-60


Wgi-
344

W-3849


.....--- ...--- JE


40



400

















450


1,500


W-623



W-2127


Wgi-
1015

Wgi-
1016


Abn


Both WL pumped
recently


T E


T L


1,200 Ir


600 Ir --


-------D







Tabis I, continued
0) ,,1* to) 66'e rit s* i TU s i~ -ir # I'750-145,1 NE N 25 30 25 C. L. HoWN11 Gerdenhlcs Bros. 1947 817 12 1 '4 -..- M- a -.... ...
485
.2 8% BZ 25 30 25 Dewey H, ..-.do-.- 1957 775 10- 361 3 .----, -- .. 202 ... I .... .,-
Summers a
750-148-1 BE NE 28 30 25 Florida Pioneer Pitt 1928 4,540 154 3,130 .. -..---. ---- 84,96 .-... x ... W-61 oil tst sa1i;
011 Corp, 84 sbn, capped,
submerged
750-149-1 WE 11 29 30 25 MidEtats May Itoo. 1943 1,100 6 --- 3 Top 11 in 1.25 121,5 31,60 1- 6.59 7 1 *. W I,6.59,
backer Inc. Gavdanhirs Bros, osess hole in 21.60 1.25.60 pumpi
pump base
-2 WE 11 29 30 25 --do----. Whatley Pump 1956 547 8 59 2,3 P ... .... T I ---- In --. --n
and Well Co.
750-151-1 N1 H8 25 30 24 Int'l. Minetals Layne-Atlantic 1947 717 24- 0-148 2,3 Access halo in 1,0 122.0 39,80 5-22.58T 2 ... In 0.. Wgi.
and Chemical Ce Co. 15 244. pump base 545
354
-2 NI 81 25 30 24 .do ...... .....do 1946 969 24- 346 3 ..do. 1,0 129.26 44.78 5-22-58 1 6,000 n W-1399 WL 70.70, 1-25-60,
18 40.46 1-23-60 pumping

-3 NW Ng 30 30 25 ...do ..........-d..- 1946 776 24- 331 3 .-do-... 1.2 135,5 51.62 5-22-55 T 1 6,000 In W-1395 Air line 7 feti
1850.75 1-23-60 WL 50.51, 1-2510
-4 BW N 25 30 24 .-do ...... ...... do-. 1948 150 10 93 2 ..--do... 1.0 118.90 30.76 5-22-58 2 1 100 % -o- U-1706 WL 30,48, 1-25-60
33.87 1- 9-59 L
750-152-1 NW IM 15 30 24 0, W. Iheppord -........... 1953 117H 4 60 2, lop 4-inch flush 141a 50,42 6-12-56 N .. ..-.... .......
31 casing 48,30 1- 5-60
750-156-1 BE NI 30 30 24 arican .............. 1916 ---- 14- ---- 3 Top 10-inch 3,0 137.4 57.05 5-27-58 N In ..--- Abn
agricultural 10 coupling
chemical Go.
750-157-1 83 It 5 30 23 ---*--do.I-- arnfy's umps 1952 345 4- 268 3 ................. 145,89 ......... woo- T I In .. WgInc. 3 1017

750-155-1 IW BE 26 30 23 T. J. Anderson, .--.do..--- 1954 180 4 60 2,3 Top of esanitani .50 150.7 58.94 6-16-58 2 2 0 ... --.--.
or, $*&l 53.15 1- 5-60
750-200L1 NW NE 28 30 23 D. B. Kibler, J., P. Whatley 1948 167 4 70-80 2 Top 4-Lnch .40 141.5 12.59 6-23-58 0 I.. D ......
Jr. casing 9.97 1- 4-60
751-127-1 NW NW 19 30 29 Laura M. L. Dunham Well 1957 975 10 163 2,3 End of 6-inch 2,5 123,6 34.22 12-15-59 T L 1,720 Ir .... WgiSmith Drilling Co. discharge 600
nipple
751-128-1 NW NE 4 30 28 A. L, Gilbert John Spivey 1959 848 8- 255 3 ................. 125.8 ....- .-.---- . .... .. .--...
6
751-131-1 NW NE 2 30 28 H. L. Wilson, hUtl4ty Pump 1956 917 12 263 3 ond 8-inch 5.0 135e 37.32 2-18-58 T L I .... ......
Sr; and Wall (o, dischargo
couplins





Trabta 1. Continued
III 11 131 1115 1#1 17 101 to) (10 (e e 'i i i11 u i i a fill f ig) 11T) ,III) II toll filas 124 '1n
751-132-1 SE NW 20 30 28 Lake Garfield Gardenhire Bros. 1955 965 12- 408? 3 Access hole in 1.15 168.6 66.52 12-22-58 T E ----- IT .... .......
Nurseries 10 pump base 65.51 2- 1-60

-2 SW sE 20 30 28 d-------- do------ 1957 932 12- 498 3 --------------- ---- ----- ----- ------ T L I Wi10 la

751-133-1 SW BW 18 30 28 Village of Layne-Atlantic 1948 1,080 10- 975 3 -------------- ---- 146.7 ----- -------.-. 600 M --- W-1754 Abn; plugged
Highland Park Co. 6

-2 SW SW 18 30 28 d------ -------------- 1927 900 12 ---. 3 Access hole in 1.60 121.7 14.00 2- 1-60 T E 1,100 M ...- -...-.I pump base

751-135-1 NW NE 23 30 27 N. C. Jahna Crosby Well 1954 325 4 114 2,3 -------------- ---- 132.6 ----- ------- T E --.. PS ..-- --.---.
Drilling Ca,

751-140-1 SE SW 13 30126 C. Fulton Gardenhiro Bros. 1945 828 10 252 2,3 -------------- ---- 135e ----- -------T 0, -- I-.Wgi
L 337

751-141-1 NW SW 23 30:26 Roy Perdue ------do----.1945 658 10- 307 3 ..----------------- 163.4 ----- ------- T E- I --- W-928
8

751-143-1 SE SE 20 30 26 Ignacy Golan Barney's Pumps 1956 465 8 113 2,3 Top pump .30 154.97 63.35 4-11-58 T L 600 Ir --- W-3848
Inc. column, inside 63.64 1-27-60
discharge
N
- -2 NW NW 21 30126 R. C. Harley -----do----.1955 738 10 109 2,3 End 8-inch 5.0 157.47 62.97 4-11-58 T L 1,500 Ir ---- W-3649
discharge 67.03 1-27-60
connection

-3 SE SW 16 30 26 8. C. Cook and Gardenhire Bros. 1949 756 12 106 2,3 Access hole in 1.4 166.9 71.78 4-23-58 T G ----- IT --- Wgi

Sons d pump base 71.90 1-27-60 461
751-145-1 NE NW 19 30 26 Gao Chartrand ------do------.1946 761 12 209 3 -------------- ---- 175.8 ----- ------ T L --.- Ir --- W-974

-2 SW SE 24 30 25 Joel C. Garrard do------ 1946 838 12- 299 3 -------------- ---- 212 --- ------ T L I Wgi10 363-3 NWISW 19 30126 Dixialand ------do----.1946 771 12 242 3 -------------- ---- 186 ----- ------- T E --- IT --.- WgiEnterprises 352

751-146-1 NW NW 24 30 25 Marshall t. Layne-Atlantic 1951 812 12- 298 3 Access hole in .30 204.59 118.27 4-24-58 T L 1,285 Ir --- W-2413
Edwards Co. 10 pump base 118.25 1-26-60
.2 SE NW 24 30 25 1. 1. AllbrittnGardenhire Bros. 1946 717 10- 210 3 ------do---.--. .50 170.7 95.99 1-22-60 T E .---, Ir -- W-1006
8

751-148-1 SE BE 16 30 25 Virginia- Libby-Freeman 1950 616 30 62 2,3 -..--do---- 1.0 113.37 35.35 5-21-58 T 8 8,000 In W-2856 WL 3-21-58
Carolina Corp, 31.62 1- 9-59 pumping

751-155-1 NW NE 20 30 24 Int'l, Minerals Layna-Atlantic 1951 330 10 157 2,3 ..---da---- 1.40 183.4 107.75 1- 5-60 T E 350 n ---W-2500 WL pumping
and Chomical CcCo. L

-2 NW NE 20 30 24 .-do------ ------do--.--- 1951 788 24- 336 3 ------------------- 182.5 ----- ------- T 5,200 In --- 1-2538
20





'lIbl 1., (Ni I NllnuiE


ltl-iS5-3 NWjNE 20l30 4


.4


751-159.1


751.201.1


752-120-1


752-123-1


752-133-1


752-134-1

-2


.3



752-135-1

-2


-3


752-140-1


.2



752-141.1

-2


Init'l. lnerals
*lid Chuilc l Co,








*...*.do-----*


Robert .,
Roeficrmre

Sam Keen


......do.....


Highland Park
Service Co.

I, A O'Shaugh-
Basy

Cooperative
Pruit Co.

Highland Park
Service Co.


A. W. Owvens

......do*......


Johnson and
Mims

R. 0, Newcombe


......do-.*--



Roy Perdue

J. A Keon


'..........! ., !I
LaynrlAtlaiLicL 1957 832 26
Co,






Oardenhlir Broe 1956 ... 12


Layne-Atlantic 1947 888 241
Co. 18

Cecil Argue 1952 80 4


Vsn Duyns, Inc. 1947 270 3


Spivey 1950 350 3
1951
.............. .... .... 6


Crosby Well 1956 950 12
Drilling Co.

......do ..... 1957 840 10


May Bros. 1945 846 8-
6


C..rl Croeby 1953 400 4


Crosby Well 1955 115 4
Drilling Co.
--....do-....- 1957 1,275 10


Tyson 1922 182 4


Cardenhire Bro.,1946 694 10


......do ..... 1950

......do---.- 1950


783 10

695 12


144










430


60


180


170




163


138


0-198
237-
252

115


115


183


56


158


115 2,3


.iAe' ul ; i' 1.1 .I. i i l 'ui .. i
IAtusE b huI IU In l.4 112.i 11 ?,JBI 5-2B5Bl


pump bemo


.*................. 135.04


Pump house
floor

concrete floor
at well




End s-inch tap
on discharge
pipe















Top 4-inch
casing

Water lubrica-
tion line tap
on pump base



Gage tap on
pump dichargo
lanse


64.5
64.5

72




180,8





201,4











145.0


140e


--. 1138,04O


6,4A
7,5A

4.0A
4,85J




71.08

















40.18


50.00
46.01

,**** i


1.801143.881 59.991
60.43


1- 5-60


2- 4-59
12-15-59

2- 3-59
12-14-59




12-15-59

















L-27-60


6-21-57
1-27-60




3-11-58
1-27-60


T 5,00 I n ** W-4185


3,50













1,500


Ir *

Ir --


W-1476



















Wgi-
1019

















.W-2126

VW-2141
W*2141


Air line 130.3
feell alternate
nP is air line
galg, 2.25 feel
above land lur.
face; WL pomp.
ing 1-5.60,
*Sieai pump












Abn























Abn


II


tial




Tablu I. Continued


752-141-3




752-142-1


-2


-3

-4


-5


-I6


-7



-


752-143-1


-2

752-145-1


-2


.3


-4


-5


752-146-1

-2

-3


NW SE 10 30 26 John White


N5 NW 16 30 26 Vurdon Vuolht


NW SE 16 30 26 Roy Purdue

SW SE 12 30 25 ,Tru-0-Ripu
.'Groves

SE NE 13 30 25 Mrs. Goo.
!Chartrand

SE SE 113 30 25 M. Ktnet


NW SE 18 30 26 R. 1.. Bryan


NE NW 18 30 26 uy 1r
Summara

SW NW 13 30 25 J., G, Stunner

SW NW 13 30 25 ..... do -----

SW NW 13 30 25 -....do-- ...


l11a 4 r3ie 151 i in

SW SW 14 30 26 J. P. Ellis




SE SE 16 30 26 Roy Perdue


'NW SE16 30 26 E. H. and B. B.
Register

NE NE 16 30 26 D. J. Godwin

SW NW 15 30 26 Big-4 Groves


NE NW 1S 3026 ------do.----


NE NE 16 30 26 IFulCon Cole
i iSeed Co.

SW SW 10 30:26 IGarrard Groves


Barney's Pumps 1956
Inc.



H. C. 1945
Cardenhire

Whatley Pump 1950
and Well Co. 1951

......do .--- 1950

A. H. Marquardt 1935


Crosby Wall 1955
Drilling Co.




Gardenhire Bros 1946



Barney's Pumps 1956
Inc.

Red Rodsors 1950


------------- 1957







Gardonhiru Bros,1946


------do----------


.....d.....- ----


Bill Tyson 1921

Rogers 1936

Gardunhire bros,1949


719 110


715 12


185 27,
13


150


100


160

170


146





0-169
202-
233

207





145







242


495


149


110

100

148


Top pump
column inside
of pump dis-
charge

Access hole in
pump base












Top 6-inch
casing





End 8-inch tee
on discharge

End 8-inch
discharge pipe









access hole in
pump base

......do ......


.--.--do-----


Concreto floor


t el se
) 1
: *1( ) ;a ;


0.25 143.71




2.3 171.0













.5 159.5


--- 159.4



3.5 140.39


5.9 162e










1.30 176.2


.501670


.30 155.6


lush 214.1

.... 214.0

.... 209,0
1


48.38
48.62



76.39
83.83






..---





66.96
68.87





44.03


64.51










94.48
91.58

74.00
73.63

61.43
58.78

117.42
--.-=

**-...


1,200 Ir -


1,200 Ir


..... Ir


----.... r










..... Ir


.....----- Ir
-... r ir

-- E r


I


W-3874













Wgi-
355

Vgl-
359
---** -













Wgi-
460


i t am Ital palpm t


I


rr7


4-11-58
1-27-60



2-10-55
6- 3-55












6-19-57
1-27-60


15


1,400


W-4189





















W-111


1-27-60 T


1-27-60 T


....... T







10-15-58 T
1-26-60

4-22-58 T
1-26-60

10-15-58 T
1-26-60

5-24-57 -

-. T
******* T

**-.--.-


--


lI. nlo


II I Cml Im. ly-re I. .


II [ I-t


111 lial


114I|





Toblo 1. Coin0Ued
..-...- L .-.HE ""' 15 5 .e ... .L - - - .- --- - - --.E -- -. -- ...
752-146 4 NW NW 13 30 25 Joel C, Garrard -.-.---q--.---- 1946 720 12 318 3 Acco's halo ill .9j 195,s i. It 5-24-57 T I, 2n- W, I13
pump base 116.95 1-26-60

-5 82 NE 14 30 25 Marshall N, Layne-Atlantic 1949 775 16. 420 3 -v do ---.. ,3 207.6 120.65 4-24-58 7 L 1,230 I .... W-2044
Edwards Co. 12 120.50 1.26-60

v6 SW 5W 12 30 25 L, Carel d Cardenhirs Arco 1949 620 10 126 2,3 ... ............ .. ...... T L --- I. Wgi.
Nurseries 466

752-149-1 83 NO 17 30 25 Bartow Orowsrs ---- .do-...- 1949 735 20 -104 27, Assess hole in 1.6 126.2 44.79 12:18:59 T 1 2,500 In .-- W,2043 loth WL pumping
Inc. 3 pump base 42.50 1.25-60
-2 NI NI 17 30 25 Polk County J. P. Whatley 1955 500 8 60 2,3 ep 5.inoh .50 126,5 39,45 4T 3-55 J -- Zr,.. .-...
Form bureau s in$ 39.09 5- 7-358 x
.3 N. NI 17 30 5 city of Bartow ".-.-do-..-- 1937 500 a 60 2,3 ater lubvicav 1,0 132o 38.93 4- 2-53 T M ........ ackfilled to
tion line tap 43.13 12-1W.59 200 fest
in pump base

-4 NW Is 16 30 25 5, A. Laurent ................ 365 8 .... 21, Top 8-inch 1.9 123. 35,45 1-29-60 N .m In .... ...... Abn
3 Galing

752-150-1 NW NI 17 30 25 Marshall H. Roy Wilt 1956 314M 4 64M 2,3 Top 4-inGh Flush 125s 38.00 llo546 T I Z... I
Idwayds esing

-2 1W 1W 8 30 25 Polk County J. P. Whatley 1956 145 8 63 2,3 ---.... -- .... 123.34 ..... ....... T L 232 Zr W-3862
Board of Public
Instruction
-3 32 13 7 30 25 City of Bartow -..do--.---.1935 555 8 65 2,3 Top on pump 1,0 127.6 42,65 4- 2.58 T 3 H-- .. .--
discharge

-4 3 NE 18 30 25 Int'Il. Minerals Layne-Atlantio 1951 156 a 105 2 Access hole in 1.20133.0 51.92 1- 9-59 T E 608 Zn, 75 W-2431 WL 49.20,
and Chemical Co Co. pump baro 52.49 5 6-59 Zr 12-18-591 all
WL pumping
752-201-1 1W It 8 30 23 irinia- J. P. Whatley 1952 213 6 59 2 .... ........... 121.10 --- ...-- T 75 Zn, .... .....
avoinia Corp. D

-2 81 SW 8 30 23 ..d ......-.....d- 1932 860 12 270 3 ................. 120 ............ T 1 1,700 in -- Wgim
1020
-3 BE OW 8 30 23 ..do ........... do-. 1952 740 12- 0-177. 2,3 ................ 120 ..... ....... T 1,700 ZI pop. W&. .
10 235- 1021
275

-4 69 BW 8 30 23 .---do- Meredith Bros. 1960 987 30. 354 3 ................ 119a -........ T .6,000 Zn .... W-5390
24

753-128-1 8 NW 12 30 25 R. S. Inively, Saney's Pumps 1956 874 10 208 2,3 Top pump .7 135.62 46.33 12-30-58 T 0 1,200 r .... Wo4331
et.al, Ino, column, inside 52.05 12-14-59
pump discharge
753-129-1 NI N 11 30 28 A lo on A i 'n . ........ .. .. ... ... 4 ." .. --.. . .... ." "-." -"..... . . E In .... .. ....

-2 NW NW 11 30 28 do-.- Roy Witt for 1957 802 10 155 1,3 op 5/8-inoh .70 115.60 15.08 12-14-59 T L 1,500 Zr W-4190
Barney's Pumps ter lubricaIno, tion LIn
connection




Table 1. Continued
l Ila) til loll 1 1s 114 !ie) -st till '"I list mI Wol Walll tell Intu

753-132-1 SW NW 8 30 28 Highland Park May Bros, 1945 620 6- 549 3 ----------- ---- 147.3 1022- 2 ..... Ir ... Wen elates
Service Co. 6 12 adadca
to 540 feet

753-133-1 NW N- 7 30 28 d.-...-.-.--.d- 1945 672 8 185 3 End 6-inch tee 8.40 182.7 78.11 12-15-59 T B I ... Wgion pump die- 1023
charge

753-134 -1 NW SW 7 30 28 Minute Maid Libby-Freonan 1950 921 12 217 3 -------------- ----- ---- ------.-.-- 1,500 ir --- W-1949
Corp.

-2 NW NE 12 30 27 Florida Layne-Atlantic 1941 1,063 18- 790 3 Access hole in 1.50 242.44 140.91 12-19-57 T E 1,600 PS ---- W-500
Utilities Corp. Co. 12 pump base 133.14 12-15-59

753-138-1 SE NE 7 30 27 Seaboard R. H. Hudson --- 200 4 ---- 3 ..... .-----------". .. .. ---.----- T O Ps, ----- ----Airline RR X

753-139-1 SW SE 6 30 27 Royal Palm Icea ..---------- 1929 336M 8 90N 2,3 'op 8-inch, 1.10120.6 16.50 11- 4-58 N ...- In ---- EG Abn, WL 18.77,
Co. casing 14.61 7-24-59 12-16-59

-2 SW SE 6 30 27 -do---- ------------ 1929 500 10 3 ------------- ---- ---- ----- ----- CE --- in -----3 NENE 7|30 27 Seaboard R. H. Hudson 1937 631 6 105 2,3 -----------.-------------- ----- T 2 -.-- X -.- ------Airline RR
N
U!l 753-142-1 SE 8E 4 30 26 B. B. Register Whatley Pump 1949 700 10 120 2,3 ----------- ----- ----- "----" T L 1,000 I--" "------and Well Co.

-2 INE NE 9 30 26 J. Godwin Barney's Pumps 1955 720 10 101 2,3 ---.-- -------- ---- ------- T L 1,200 Ir ,--- W-3744
Inc.
-3 SE NE 9 30 26 Marvin Voigt -----do- 1955 720 8 120 2,3 Pump discharge 1.30141.20 46.99 1-27-60 T L 700 ir --. W-3747
flange

-4 SE NE 9 30 26 R. M. Young Dick Dunham --- 150 --- 140 2? --. --------- ---- ----- ------------- T P .-..- D .--- ..e.-5 SW SE 3 30 26'L. S. Morgan L. S. Morgan 1951 72 2 28 1 ------.------------------- ------- I 8

-6 SW 5E 3 30 26 B. T. Morris B. T. Morris 1953 100 2 .--- I 'op 2-inch .2 129e 5.70 5-22-57 0 1 --.- D .--. .--.
casing
753-143-1 SW NW 9 30 26 Roy Perdue Gardenhire Bros.1950 862 10- 225. 2,3 Check-valve 3.55 150.7 57.27 1-27-60 T L Ir --. W-2151
8 flange

-2 SW NE 9 30 26 M. R. Voight Barney's Pumps 1956 305 4 80 2,3 ---------------------- -------- T E 30 D ---..
Inc'.
-3 NW BE 9 30 26 C. E. Vight Red Rogers 1950 757 10 134 2,3 -.---..-.....-.- ---- --.-- ----- ------T L 700 I .... --.753-145-1 NW NW 7 30 26 Alturas-Garfiel Gardenhire Bros.1946 332 6 143 3 ----- ---------- ------ ---. T E In ---- WgiPacking Plant 370

-2 SW SW 6 30 26 E. T. Rux .--.do---- 1948 592 6 134 2,31 .............. ---------------- --"- J 8 ---- D ---W gij 398

-3 SE NE 12 30 25 ... do----.C. H. Daneby 1951 600 12 ---- 3 Access hole in .3 138.1 44.44 4-17-58 T L --- Ir --. -----.oump base 43.92 1-26-60






"Tif V.. . . . . . .'IC, F

09119- NO 15 130 ;S $, 7, Bows .-- ..'' . 3 ..*. .*
-5 N8 N 13 30 25 Arthur C. Gardonhres W;os 1949 746 10 b6 2,3 Acesse hols in -l 163,3 67.40 4,17v5M T L IV WO1
Cheotham Pump 444S 65,50 Il'bol 4s67

753-149-t OW Ns 8 10 ;5 City of 04rtOw J. 1, WhatIy'- 55 6 40 2 "-'"- wl te o
Rack 1,6s Abn,
not in was.

.2 1W 1W 4 30 35 d PV' 1951 670 10' 396M 3 Acoess hole to .30 101,06 18,57 4 2.58 'T 350 H ... W,3425 lask filled and
a pump base 15.67 131,59 plused at
575 fost

.3 HE OW 8 30 25 Harvey Hall Oardenhtra Sro., t947 607 13 9 2,3 ............122. -*too ..* N --... .In g.. .Wi Abin, apped
371
753-150-1 NW iW 5 30 25 City of Bartow W. 1. Hamilton 1904 600 6 ...- 2?, ................120.72 ........ -- T 1 400 X 77 W-332
3

.2 NW SW 5 30 25 ----do.- Virginia 927 765 15 700 3 ........... -. ..... ..... ....... T E 2,000 M --....---.Po.31
Machine and
Well Drilling
Co.

-3 NW SW 5 30 25 ----d--. Layne-Atlantic 1946 653 20- 565 3 ................ 116.41 -.-.. ....... T 2,300 N .... W-945
Co. 16

-4 NW NW 8 30 25 Ellis Gibaon Howard 8, Godwir 1950 522 4 67 2,3 .............. .... ..... ....... T 100 Ir .... .......
-5 NE SW 8 30 25 City of Bartow florida Wall 1954 742 12 93 2,3 ................ 124o -.. --....... T 1 1,053 M -..- W-3304 Back-filled
and Supply plugged at
530 feat

753-151-1 NW SW 6 30 25 Crown Cork and Central florida 1955 650 16 101 3 4irlina sage 1,90119.56 35.4 4- 1-58 T 1 1,500 In, ---- W-3459 Air line 61 faot
goal Co. Well Drillers 34.4 12-18-59

-2 So 02 1 30 24 Kuden Citrus F. H. May 1945 635 20 60 2,3 Access hole in .70 118.5 32.89 4- 1-58 T 9 2,500 In ---- W-956
Co. pump bas 31.6 12-1859

-3 5E BE 1 30 24 do ...... ............... 1926 ..-. 10 ...- 3 do. 100 120a 31.91 331-58 T .. ...........
1928 30.18 12.18-59

-4 HE SW 7 30 25 City of Bartow ------------- ----285 8 --- 2? ,. ............................ ......... T E ---M ---- -753-152-1 BE SW 1 30 24 Armour and Co .............. 1920 632M 18 155M 3 Access hole in 1.0 123.9 44.65 12-19-57 T t- In ---- Po-30
pump base

-2 BE SW 1 30 24 .do...... .............. 1920 645 18 155? 3 ............... ....- ----- ....... T E In .... .......

-3 NW BE 2 30 24 ....do-.- C. D. Cannon 1955 780 26 88 2,3 Aceass hole in 1.60 147.0 85,95 5- 2-58 T E ----- In .-. Wgi- Both WL measured
and Sons pump base 87.47 12-21-59 1024 while pumping

-4 SW SW 1 30 24 .do ...... ......do-. 1957 740 26- 195 2,3 do---..1,40 143.3 57.40 5- 9-58 T E .- In .... ....... Both WL static,
16 56,40 12-18-59 nearby wells
being pumped





Table 1. Continued
IlI [t) 113 114 116 Is IT) () ls2 ot I till 2*2 ttel l ef# 111 4 viai) 114 1 Ll- f i on "ail te l SO e fs1
753-155-1 8E SW 4 30 24 Davidson ---.--------. -- 375M 8 ---- 27, Top 8-inch 0,65205o 102.48 12-21-59 T E 350 D, ---.--. WL pumping
Chemical Cm 3 casing In

-2 NW SW 4 30 24 ------Jdo J. P. Whatley 1951 289 8 147 3 Access hole in 1.70 194.9 193.60 5-28-58 T Z-.. D ....-....... Also air line
pump base 103.60 12-21-59 Ir, 138.6 feet, with
Ps gage 2.5 feet
above land surface

753-.156-1 SW NE 7 30 24 F. S. Royster ------------- 1954 400 16 ---- 3- do---. 1.0 144.0 55.34 12-21-59 T E --- In -! ----Guano Co.

753-158-1 SE SE 2 30 23 City of Layne-Atlantic 1948 764 20- 332 3 -----do---. 1.20 116.24 35.50 1-25-55 T E 1,800 M ..-. W-1760
Mulberry Co. 16 30.07 12-21-59

-2 E BE 2 30 23 ------------------- 1925 325 8 ---- 3 ---------------- ----- ----- ------..T.E -. M .--. ..

-3' NE NW 11 30 23 Int'l. Minerals ------------------- 710M 10 237M 3 1-inch plug in ,80100.9 21.00 2- 8-55 N -.-- In 79 E;G Abn
and Chemical Co 10-inch casing 20.84 3- 8-55
plug

-4' NW NW 12 30 23 City of Barney's Pumps 1955 776 16 264 3 !-inch nipple 1.70106.85 19.98 12-21-59 T 5 1,500 M -- W-3566
Mulberry Inc. in access hole
In pump base
-5 SW NE 11 30 23 Cecil Hagan Howard E. Godwi 1957 92 3 67 2 ----------------- ----- ----- -----. J E 50 D 74 -----6 NW SW 12 30 23 Int'l, Minerals --------------- 1903 400 6 --- 3 ------------ ----- ----- ---- C 1 500 Ps --- -.-- Formerly flowing
and Chemical Co. wall; reported
yield is flowing;
supplies 10
houses

753-201-1 SE NW 8 30 23 Virginia- M. R. Vaughn 1941 800 16 -. 3 Top 2-inch all 1.68 114.82 35.27 5-13-58 TIE 950 PS, --v W-410
Carolina Corp. on breather 33.67 1- 4-60 In
pipe into
casing
-2 55 NW 8 30 23 d------o-.-- --do- 1941 600 12 108 2,3 Air line gage 4.0 115.3 76.0? 5-13-58 T E 750- PS --- ------ Air line 115 feet;
58.7 1- 4-60 800 both WL pumpin;
1958 WL by
owner's gage

754-122-1 WE SW 1 30 29 James L. Crosby Well 1951 300 4 151 2?, Top 4-inch 1.5 60.0 11.5A 12-14-59 C 2 100 D .-------- WL by pressure
Pennington Drilling Co. 3 casing gage

754-123-1 8E SW 35 29 29 Polk County Herman Sloan 1959 220 3 175 2,3 l1-inch gate 2.6 55O 13.6A 9-29-59 N ..--- PS 72.5 Wgi- Lake Rosalie
valve on wall 12.3A 12-14-59 1025 boat landing
discharge

754-132-1 S SE 31 29 28 J. 5. Chastain John Spivey 1957 700 8 140 2?, op pump .5 114.2 14.72 2-27-59 T L 800 Ir .-- ...--3 column inside 10.95 12-11-59
pump discharge







TablW 1. Continued
ji, "" ;ii ...ii.. i.ii.i...7.!irr~ L L_''.'..- i.i''i'......


--


Hihlend Parkl
Service Co,

W, P, and L, f
Koper


754.-34-1



754-135-1

.3





-3


.4


.5



.6



.7


-9


-10


754-136-1

-2


-3




754-137-1


Hay 4r a,


LayneuAsntic
Co. I


NW 6


BE 36



NI
NH 2

NE 2


Flamingo Tile Layne-Atlantic
Co. Co.


30 78






3027


30 27


Florida
Utcilitic Corp.

*****doe*.*.we





Florida Power
Corp.

...... do-..*.-





Florida Citrus
Canners Corp.



...... do ......

-......do---
-***-do.****

......do ......


.--..-do-' "--

----...... do-- ......


---... do .....

...... do-.;..


.e... ... e-..


LaynesAtlIntic
Co.




R. J. NskiLrk


Crosby Well
Drilling Co.
.....do0.....



R. H,. Hudson




R. H, Hudson

d......do...--



H. R. Vaughn

...-- do.----


Crosby Wall
Drilling Co.

P. Morrill and
Son


750


750


718


1,155


1,158


735



538


BOO,


177?


114



1,360







120


4081


597




590




236


1945 89t 10


1944 1,235 12



1912 809 12'


10
1950 1 010 l.o
to


198 3 """"""",.


411 4 Top l-tnch
nipple In
acosI hole in
pump housl

27, I............
3

652 3 Top 3/4.4nah
nipple in
sosess hole in
pump ba*l


743. 72






147,53





III


-wqw ........7


41.94 12*L115911


.....-.......1... 140.60 .- I .... NI


Access hole in
pump base




Air line gage


Top 2-inch
breather pipe



Access hole in
pump base


137.50


131.49


131.1


133.6'


36.10
32.38




32.0
29.8

31.38


1.2 123.27 i:731
14.(37


....... T


-T
---** T
1

12-20-57 T
12-11-59

T


12-23-57 T
12-11-59

12-11-59 N



12-23-57 T
12-11-59


-Io 1r jYr'


139, 0


S '-"li i-



1- 9,5B T 9



.


160 In -.... -460


1,000


3,550









120


W-903


W-904


W-2128






W-1689


..V..


1,500





1,000


1,260


55O


525


''t'
L1026
W-B75






W.241l






***** .


--*** ~


1940 1,400 8,6
S14k


1940

1940

1940


1944


1945


1950


1957



1947


AIr lne 70 fslt
UL by gase 1 toot
above lsd,4129,57
47 elst sIttis
and )5.5 coso
pump inl

Abn and burtedi


Alt oonditioning
only

Clolsd system
drainagl well
for 754-135-4

Industrial
drainage wellI
abn, capped,
burried, 1941



Abn









kir line 80 feet


WL 32.40 below
top casing, 0.25
above land sur-
face, 12-23-57


.*........... [.*.


......*.***.. ...*.





Table 1. Continued
(33 351 131 143) 1 61 o) M3 103 3303 33 3I35 f i ts) 1 334 fiii 1IT11 TriF -141 1 s1 i NT S too) .4

754-140-1 SW SE 35 29 26 Bob Stokes Crosby Well 1960 125 4 87 3 Top 4-inch 0.7 113a 9.03 2- 1-60 C L ---r- X 74.5 --... WL pumping
Drilling Co. casing 9.90 2- 2-60
754-143-1 SE NW 4 30 26 J. W. Johnson McIver Pump and 1953 215 2h 97 2,3 ----------- --- --- ----- ------- J 3 .-.. D ---- -----Supply Co.

-2 SE SW 33 29 26 Dewey H. Gardenhire Bros 1957 740 10 150 2,3 Top 10-inch .10 121.7 26.19 10-15-58 T L Ir. ---- ----
Sumers coupling an
casing
754-144-1 NW NW 5 30 26 -do-----------do- 1946 678 12 152 2,3 Acaess hole in 1.10 121.6 24.24 1-27-60 T L .-. r ---- Wgipimp base 353

754-145-1 SW NE 6 30 26 Matilda Purcell -.do---- 1946 670 10 150 2,3 ----- .---- ---- ----- --- ------- T L r --------754-147-1 NW NW 2 30 25 H. C. Conner ---a-do- 1949 254 8 --. 2?, ---------- --- ---- ----- ----- T 5 350- In, ---- -----Estates 3 400 PS

-2 NW NW 2 30 25 -------- -----d 1949 681 10- 450 3 Access hole in 1.40 116.7 23.79 3-31-55 T L Z-. qr --- WS8 pump base 23.74 12-17-59 470

-3 NW SE 2 30 25 --- do---- --------d 1951 731 12 281 3 .-- do- .75 136.8 45.29 3-31-58 T L 1,200 Ir--. Wgi44.93 12-17-59 572

754-148-1 SW NE 3 30 25 City of Bartow J. P. Whatley 1957 535 8 --- 2?, Top pump Flus 128e 40.10 5-21-58 T S .. --- P P-----eace River Park
N and Son 3 column, inside
pump discharge

-2 HE SW 34 29 25 Virginia- ------- ------------- 800- 24- --- 3------ --------- ----- ----- -----T S ----- In --- ---- Abn, capped,
Carolina Corp. 900 20 buried

754-150-1 HE SW 31 29 25 J. K. Stuart J. P. Whatley 200 6 --. 2?, --------- -- ---- --- -------- C E I ----.------- Abn
3

-2 SE NW 6 30 25 Florida State Sadler-Taylor 1956 87 4 44 2 ----------------- 110- --- ----- C E X ..-- ..--Road Dept.

754-151-1 NE SE 36 29 25 W. A. Lyle J. P. Whatley 1955 202 4 53 --.. ..----------- ---- ----- ------ J S X ---- -----2 ---- --------------- -------------- ----,-------- --- ------------- ---- ----- ----- --------------- --- ---- --------------------Number 'nec
assigned
-3 NW E 36 29 24 W. A. Lyle 0. M. Boland 1908 416 8- 4161 3 .............. ----------- ..- --. ----TL .- IT --- ------ Po-29
4

-4 SW SE 36 29 24 ---do- Whatlsy Pump 1952 622M 8 40 2,3 'op 8-inch .75 120.0 41.38 11- 5-58 N 700 Ir --- 8,0
and Well Co. casing 42.00 1- 7-59

)54-152-1 NW SE 2 30 24 Armour and Co, Layne-Atlantic 1947 188 8 79 2 ---------------- 146.19 ----- ------ T 120 in ---- w-1690 *Steam-powersd
Co. pump

-2 NW SE 2 30 24 --- do---- ------do- 1948 1,085 1- 290 3 Access hsole in .90146.83 72.21 5- 9-58? 1,220 In -. V-1801 Do
12 pump base 61.62 12-21-59

-3 NW 8s 2 30 24 -do----- ------ d 1948 830 18- 284 3 .-----do---. Plush 146.31 73.50 5- 9-58 T 5 1,200 In ---- WL8OA both WL pumping
12 74,47 12-21-59





Table 1. CUOar4ogd
W.i III~i ll Iii Is$ "Fif roC Tioi~~~ i rooirli 7-IiT -1 114 loll

754*453.4 5W 15 3 4Q 34 Armour and Cc, H, At Vouhn 1952 750 30 88 2,3 CCkOse hole In $,00 14J.8 66,55 5 1.ss ; 1,500 In*v-*Y-yy-m a$ WI. pumping
pump 0ees 67,51 13.31.s9

.5 NI IW 36 39 34 W, A, .yle C, M, Boland 19M 900 6 0 3,3 1- --. -51,, ---vv qqqr. y -. -., I r WT qT

-6 NZ BW 36 39 34 ----d 99- j. P, Wh.aley 1920 520 0 600 ,3 T IF -.,9"'.eqq ,

754-154-1 OW NO 4 30 34 Davison I.ayneAtlantic 1953 825 24 311 3 30-6-o- -- 108,01 --9- v T U 4,100 In -o' W.3007
Chesmtcal Cc, Co. 20

7541.55-1 NI1 530 34 we----dov o Virginias 1930 785 24- -o 3 oo-o*-o Y Nw -2- .... o 5 5,000 .In es o-Carolina Corp, 16
.3 511W 4 A 30 24 ......do- .-w LaynevAtlantio 1953 721 24. 330 3 3n-o . 217,70 -9 . 4,000 In *-so W-2765
Co. 20

-3 N5 W 4 30 24 do-.--- -. 1952 600 8. 316 3 -..... -...- 215,0 *N. w.... T 290 In .--- W-2742

-4 IW V 33 29 24 N.do ...... .....- -.... 1944 350 6 191 3 .........-... .... ... T 1 P.-- -a o19451

754-156-1 OW WE 6 30 24 Coronet Virginia 1929 778 20- 325 3 ............ 136.0 ..... ....... . 4,292 In ---- W-110 Abn
Phosphate Co. Machine and Well 16
0 Co.
754-159-1 IW NW 2 30 23 Int'l. Minerals ...............-...- 727 20 ..- 3 Access hole in .5 125.2 38.77 5-23-58 T I ..--. in --.- .-.---n
and Chemical Co pump base 36.51 12-21-59

-2 BE NW 2 30 23 do ...... ............... ....... ... .... ... .............. ... ..... ..... ....... . ..... In .... ....... No data available

-3 81 NW 3 30 23 Kaiser Aluminum Industrial Pump 1956 230 8 72 2,3 Access hole in 2.30121.2 32.69 6-20-58 T E 700 In -..- Wgiand Chemical Co Lump base 28.50 12-21-59 1027

-4 02 NW 3 30 23 ...-do...... ......do-.- 1957 230 4 75 2,3 .................. ....... T E ----- D, .... ....-..
In

754-201-1 NW IW 33 29 23 Burt Wells .............. 1952 80 3 40 2,3'.............. .... ..... .......- -- z-.- J -.... ......

754-202-1 NZ NE 6 30 23 .............. Howard Morrill 1947 150 3 --. 2,371op of wooden Flush 75a 3.16 4- 9-58 N ........ 72,5. ----- Abn
plus in casing

754-203-1 SW SW 31 29 23 luhock ------------ ----- 103M 4 ..- 2,31Top 4-inch .5 85.7 7.-29 6-21-57 N ..... ... .... ....... Do
casing 5.03 1- 4-00

755-131-1 NE NW 33 29 28 Alcoma Packing Barney's Pumps 1956 420 6 112 2,3 Access hole in .5 107.85 11.22 12-23-57 C 1 100 PS, ---- W-3780
Co. Inc. sanitary seal 7.90 12-11-59 in
-2 NE SW 33 29 28 ....do------ -............... ....6 ---- I? Top 6-inch 2.5 ----- 6.52 12-23-57 N In .... .......
casing

755-133-1 BE NE 25 29 27 averly Grower ................... .... 10 --. 37 End 8-inch 2.80 209.3 114.49 1- 9-56 2 L- Z......-..---Corp. discharge 110.53 12-11-59
connection





Table 1. Continued
III III Iis)s 1 lol lei 1 (7 i i l 1131 1 (141 Ila) list to rrirI 1 r !1s!s 2542 a I a
755-133-2 SW NW 30 29 28 Roy Rosell C. D. Cannon 1957 286 10 215 3 End 6X4-inch 5.2 146.5 50.01 1- 9-58 G 1,500 Ir --and Sons reducing bush- 47.60 12-11-59
ing in diacharge pipe

-3 SE NE 36 29 27 Moutain Lake Crosby Well 1959 1,390 12 228 3 ---------------- ---- ------------ T IT -- ---Corp. Drilling Co.

755-134-1 NW NE 36 29 27 Miles and C. C. Crosby 1946 960 12 243 3 Anchor-bolt Flush 233.2 123.42 12-11-59 T L Ir .... .......
Arthur Davis hole on pump
base

-2 NE NW 36 29 27 Milton Graven John Spivey 1957 668 10 380 1 --------------- --- 201 --- ------ N IV -- ----- Driller reports
only white sand
to 668 feet; Abn,
capped, buried

755-139-1 SW NE 31 29 27 R. K. Harmon A. H. Marquardt 1955 500 10 200 3 End 8-inch dis 2.7 135.1 21.07 11- 4-58 T L Ir -- -.-charge connec- 21.84 12-16-59
tion

755-142-1 NW NE 33 29 26 J. H. Bowden --------------- 40 2 30 1 .... .---------- --- ---- ------CE -- . a755-143-1 NE SW 30 29 26 C. C. Scott Winter Haven 1953 110 2 90 2 -------------- ------- ------ J 20 D ---Pump and Supply
755-147-1 NW SE 27 29 25 Virginia- M. R. Vaughn 1945 810 24- -- 3 Top steel Flush Illa 21.78 5-21-58 T E 4,000 In -- ------ WL pumping,
Carolina Corp. 20 cover plate 44.70 12-17-59 12-17-59

755-149-1 NW SW 28 29 25 Florida Light- Roy Wilt 1955 404 6 40 2,3 ----------- ---- ---------- -T Z In Wgiweight Prod. Co. 1028

755-150-1 SE NE 31 29 25 J. K. Stuart Kenneth Turley 1950 103M 2 45M' 2 Top 2-inch 1.50 106 27.40 11-10-56 N --.-. X -- -.-- Abn
coupling 24.76 11- 3-58
-2 NW NW 32 29 25 --- --- J. P. Whatley 1948 225 6- --- 2,3 Top 6-inch .50 107.5 18.35 11-10-56 J E ---- Ir .-- ----.
3 casing 13.93 12-18-59
-3 NW NW 32 29 25 --- do----- Kenneth Turley --- 73M 2 47 2 Top 2-inch 1.1 110e 25.14 11-10-56 N X----- ---- Abn
casing 23.19 11. 3-58
-4 SE SE 30 29 25 do-- J Whatley 1953 416 8 215 3 Access hole in .40 hOe 25.93 10-31-58 T E ..- D, T-- gipump bass 23.16 12-18-59 x 1029
-5 NE NE 31 29 25 --- --- C. M. Boland 1913 600 6 --- 3 -------------- ------- ---- ----- W X ..

-6 SO 8E 30 29 25 --- do--. Kenneth Turley --- 60 2 --- 2,4------------- --- ---- ----- ----- C S- D ---.
x

-7 E E 31 29 25 --- do---- -----d------ -- 65 2 --- 2,41------------------- ---- --------- --- X-- ---- Dest

755-151-1 NE SW 30 29 25 ------do ------do------ ---- ---- 4 ---- --- -------------- ---- ----- ----- -------- W X ---- -------2 NE NW 31 29 25 -.--do--- J. p. Whatley --- 600 6 ---- 21, -----------C --- --- ----- ------ 8 .-.I--- ----- Abn
3........I.. ... ... ....







Toblt 1. Cuntfnu(






.4 glW W

.- OW NW

"3 NWI W


755154-14 IW SW


.2


755-158-1

755-201-1

756-130-1

756-133-1

-2

-3


756-134-1

.2





756-135-1

-2


756-153-1


4, K, StuarF

ew.do' "- -

Donald ,.
McHean
,.9*..dow.....

T, J, Kershaw

Dayvdson
Chemical Co.

I, A, Pieros

nt'l. HMinerals
and Chemical Co,

J. A. il.es

Snively Groves

Clifton L.
Novell

minute Maid

..-..do......


John Snively


American
Foundation Inc.



!Mountain Lake
Corp.
--......do......---


Grace R. Fik,


*.*,T--iL-"."T.,




J, P, Whatley

**-*do.-...

Whatly pump
and Well Co.

Ourdenhire Bros








Howard Morrill

Dick Dunham

R. 1. Hudson

Layna-Atlantic
Co.

..--*.do...--.


A, H. Marquardt

Layne-Atlantic
Co.






Weidman and
Singleton
..............


W 1'1 Wj o "'l"i "1. "i -


681

630

1451

760


747

600

10M1

325




L,206

210




1,025




534

798


80


30
79


194


133







212




740

150




570




156

98


F.. M '64M


Top 6-tnclh
cootng







Top 3v.noh
euing

Top pump
olumn, inside
pump discharge






Top 2-inch
casing









Access hole in
pump bass
......do---.


--....do.--.




Anchor bolt
Bhol in pump

Access hole in
pump base'

End 6-inch
discharge
coupling


1.0 70s


195e







1.0 117.7

.7 222.0

2.4 264.3




-3.0 124.6

-6.0 123.3

6.0 169,6'


131.6

206,21


41,94
43,62

120,20


*****




91. OA









20.76
16.89

127.13
122.89

171.17




18.64
16.75

17,60
16.60

82.80


(u lllo l.ool .55


UP2 8.29
1242359








4- 9-58










1- 8-56

1- 8-58
12-11-59

12-11-59




2-16-55
12-11.59

2-16-55
4- 5-55

12-22-59


100








1,000




1,200




860


-i r~--i,,-r-
e Dltnasp vWell
In 46*




V...... Abn
-lm-o28

-Abn


WU2098


WUti Dep|al djceont
4) to 755-154-1
-*Center




Wgit-
1030
W..... Wll not
completed



Wgl-
1031



Wgti Air line 188
714 faet, alternate.
E MIP WL pumping
electric log b1
driller

Wgi- Po-32
1032
o....... 33


79

79


I

I





Table 1. Continued 1 i
1 T lH(I I isillli I l (I) | I1 i 1101 |1111| lis |11 ( ) 1 ) 1 | 1 le a l i )


756-154-1


-2

756-155-1


-2



756-156-1


Lakeland
Highlands Corp.


J. B. Rogers




Robert Rogers,
Jr.


Hilltop Growers
Inc.

Phosphate
Mining Co.
Nichole

Alcoma Assn.

Eloise Groves
Inc.

9. J. Leppere


Polk Packing
Aessn

Edward Marrotti



?. R. Smith-
gman

lack H. Berry


k. A. Blackford

J.S, Air Force

----....--do-----


Lang-Lawless
Fruit Co.
Garden Fruit
specialty Co.


19401 600


0.7 228.5 142.29 12-22-59|


.--. 127,


0. W. Rogers


310M


749



820


800



170

730


538


,100


735


lk-inch access
hole on side
pump base



rop 6-inch
casing

End 6-inch
coupling on
discharge

access hole in
pump base


Whatley Pump
and Well Co.


Gardenhire Bros,


0-100
250-
293

262






103

220


361


205


181



124


80


85


110


157


78

104M


756-158-1



757-132-1

757-133-1


-2


757-134-1


757-135-1


146.10 12- -53
145.10 12-22-59

159.22 2-25-59
156.48 12-22-59


137.21 7-10-56
122.85 12-22-59
.... .... -..


3,200


Robert Hudson

A. H.' Marruardt


Gardehhire Broe,


., H. Marquardt


Dick Dunham



sayne-Atlantic
Co.

Sadler-Taylor


4hatley Pump
and Well Co.

4. R. Vaughn


...... do- ......


3ardenhire Bros.

9. E. Brainerd


Abn









Abn, plugged


-- ----. lowing 11-13-58

---- ----- Center


Wgi-
369

W-1997






W-952


Access hole in Flush 185.1
pump base

..... ..-- .....--- 142.0


..------ .............. 201.32


End lk-inch 2.3 175.0
tee on water-
cooling line

Access hole in .5 122
pump base

End 6-inch 4.30 140.0
discharge
connection



Access hole in .70 127.54
pump base

.......do--.- 1.05 129.0


.--...do .- 1.45 130,5

Top concrete 1.30 116.9
pump
foundation


256m


243.5


2.40214.5


---133.52


...-. IZn
..... In


11-13-58
12-10-59


63.98 12-10-59



24.56 11- 4-57
27.04 12-16-59

28.28 12-17-58
28.02 12-16-59



23.92 3-31-58
23.61 12-17-59

23.91 3-31-58
27.01 12-17-59

34.50 10-17-58
32.29 12-17-59
38.50 6- 1-55
33,30 6-27-55


1,000 Ir--


-.- Ir ....


--- Ir --"

200 PS --


200 PS -"


-450 I -..
450 In ...


W-672


W-673 1959 WL pumping


WgL-
465
W-1441 Abn
BEG


757-140-1


757-143-1


757-147-1

-2


-3


-4


757-152-1


.----...- --. 11914


----,

87.25
83.80


- ... Ir








757ttsZr;

*3



757.153.1


,2




-3


*4


757-154.1

*2

*3

-4

.5


-6


757-155-1

-2

-3


.4


NI 14 39
1l 14319


oIgy of
WLa00lPl4


0. W, Rodsrs


,-r.v..d.*a** Roy WIPl


I, V. Oriffin


Leon Hrrell




Hilltop Orowers
Inc.

, T. Pigg

H. T. Drgland

Likeland-
Highlands Corp.

HLIltop Growers
Inc.

Goo. W. Riddle

Dorothy M.
Strickland

B. Rogers


Henry Smith

Frank Charlson


W. R. Willis


J. Y, Whatley


W, soland




Osrdenhire Bros.

Barney's Puamps
Inc.

Goo, Daneby




Oardmnhire Bros

0. W. Rogers
Oardenhire Bros


0. W. Rogers


h, H. Harquardt

e eil J. Argue


T0b1 1i cle on;ul
*= ='1515Em


90
go

55



80,
70


149H




208

68

88




191

194

0-170
213-
269

90


374

94


<150


R. B Sherbondy .-------- ...I-. -... I k ..-. ..............


liYW~e(-~--~I----1 I-L-' Y~l Ct--' C'~---1"-~T-'~ '~l'~r~ ~"


- -"l --r-wri- gl-iii- i-aivi


-liiiT-in" i'


Top 3/4,tnch
nIppt in
4 sus hole in
pump base

3/8.noh
connition on
lump discharge

Top btnch
sing&



Acesi hole In
pump bass



End of 6-Inch
discharge

ccess hole in
pump bass
......do......



5/8-Lnch tap
on pump
discharge

End 6-inch
discharge
connictlon



Top 4-Lnch
coupling

Top 6-inch
casing


122.2


141.24


213.4

195.4

167e



233.5


6- 4-56 T
12.23-59



11.11-53 T
12-18-53

5.22-56 T
7-10-56

12-22-59 T

....... T

12-28-59 T


2-25-59 T
12-28-59




12-30-54 T

12-18-53 N

-.-F.. P


' -lii0i- "- -1- -iol-l


.. h14 ... Wv4976



... If ... "***o,


3 ,00 155,


lush 8.12,1


800












***e*
-----



*****

*****

*****

*****


36,41 13,33*59 T



67,68 12233-59 T


S1,5 6. 4*56 N
50.45 7-10.46


46,13
34.68



122.75
122.48

76.05
78.98

79.38



146.66


88.50
82.47




145,00


152,5

*..**.


89.001 X -.* ,


I, ~ ~ ~ ~ ~ ~ 11 a1iii II! lJ' ii{ IriT 12:f ri g


WIL"
340

W-3604

Wgli-
1033



W-1241



Wg34
347


WgiL-
1034

8,0


4.50 173.0





1.30 247e


Flush 264.79
*** ***


Active draining
well, controls
level of gowsrd
Lakel draining
lake on 12-23-59









WL 77.96,
12-22-59


















Abn, Polk 67




Table I. Continued
Ill I) Is i ) 1e' 6) ( a) as) i0) 111)' (1ii} l13) 1141 (1io lie) *T 7i 116 19T et til 1221 1s2i 1141 ias)
757-155-5 SW SE 17 29 24 W. R. Willse --- -------------- 785 6 700 3 Access hole in Flush 263.0 179.41 11-15-56 T D ---- -----pump base 173.89 12-22-59 Ir
-6 SE NW 16 29 24 J. S. Hart R. H. Hudson ---- 53DM 8- 519K 3 Top B-inch Flust 265.9 179.08 6-17-57 N ---- IT E,G Abn
6 coupling 179.64 4- 8-59

-7 5E NW 16 29 24 ----do----- Kriska Well 1957 845 12- 250? 3 -------------- 258.30 ------ ----- T S 900 Ir ---- W-4255
Driller 10

757-156-1 5E SE 18 29 24 H. B. Callahan J. B. Rogers 1950 700 10 -- 3 End 6-inch 2.40 237.60 149.1 12-18-53 T E --- Ir ----
discharge pipe 150.30 1-22-54

-2 NE NW 18 29 24 Marvin Pipkin Barney's Pumps 1955 120 4 77 2 Access hol in .70 180.2: 21.63 6-27-55 T ----- D
Inc. sanitary seal 20.28 8-30-55

-3 SE NW 17 29 24 Walter Buehler --------------- 1941 245 4 80 2,3 ---- --------- --- -- ----8 --- D --4 SE NE 18 29 24 L. N. Pipkin Southern Pipe 1952 167 4 55 2 Access hole in .20 192.3 44.83 12-29-59 J S --.-- D ---- .-----and Supply sanitary seal

757-157-1 NW NW 18 29 24 Bunn Pipkin Bunn Pipkin 1915. 39M 16 --- 1 Top Ih-inch 1.50 180.83 11.60 5-21-54 N ---- X ---------- -Abn
1916 casing 11.03 6- 7-54

-2 NO W 18 29 24 ---- do-- --- ---------- -- 28K ,1 -- 1 Top lk-inch 1.0 11.76 11-10-53 N .- D ---- ------- Do
casing 10.40 12-29-59

-3 SW NW 18 29 24 ----- ----------- ---- 20K 6 6 1 Top 6-inch Fluh 198.35 12.98 11-11-53 P --- IT ----------- Do
casing 12.88 12-18-53
-4 NE NW 18 29 24 -----do-----.Van buyne, Inc. 1945 17M l 15 1 Top lk-inch .8 183.74 12.66 5-20-54 N .---- D -- ---Do
casing 12.75 6- 7-54

-5 NE W 18 29 24 B. Wylie enneth Turley 1958 210 4 183! 3 ------------ ---- 216.0 --- --- T I ----- D -- --6 NE NW 18 29 24 Bunn Pipkin Elmon Sherrouse 1959 229 4 160 3 Access hole in .25 185e 96.62 12-29-59 T 8- D -.
sanitary seal

-7 NW NW 18 29 24 Francis Pipkin Herman Sloan 1959 200 3 162 3 Top 2X1-inch 2.40 180 85.23 12-29-59 N D .. .-.reducing
bushing
-8 NW E 13 29 23 Ewell Concrete Roy Wilt 1957 415 6 164 3 -------------- ---- ---------- ------- T E I- ---- ----757-158-1 NW NW 13 29 23 Polk County ennoth Turlay 1955 328K 6 163 3 Air line gags 6.8 163.8 76.7 8-22-55 T Z 125 PS ---- Wgi- Air line 99 Lest
Board of Howard 2. Godwin 79.2 4-30-56 629
Education

-2 NW SW 13 29 23 City of Whatley? 1935 430M 6 157 3 .............. ------------------- T I K ... ....- .
Lakeland

-3 SE SW 13 29 23 J. D. Miller Harman Sloan 1957 95 4 53 2 Top 4-inch -1.5 150 7.42 7-12-57 T E 30 PS
casing

-4 NW NE 14 29 23 Toby Sue Urs A. 11. Marquardt 1959 490 6 -- 2?, -------------- ---- -- ---- ..---- T L I -and others 3








TeWOe 1. Cun;nu4d
10_______ 71-41 .r, ~ -71 '7 i ? I' ~ 'T".11'',~ T1" ________758122v1 IW MW 12 $9 1, 0. Bruce, IVO Dtchuee I 1155 150 6 406 Lend sIrdS v 60. 1.71 1-28-6 C S 2 0 5 W l. WS, by Flarid4
A 1035 r scteattal Burvey

.2 gWW 12 299 -..--d-a-..-- J, 9, Whbtcly 194 5690 8 160 3 TOP 8-inQ4 %e .,0 56o 8 2- 3.59 10 6 .... 0- ,
A
3,56 1;.14-59
A

756-132.1 SW W 6 29 25 J. 0, Tindel Crosby Wall 1954 250 4 120 3 Top 2-mnch 1,40 7,5 9,1A &1.13930 C .--y p 74 vv.n
Drtlini Co. nipple in Vel% 14,2A 12-10.59
discharge

.2 1W 1 1 29 28 J, 0 Tindel ---.de*. 1953 129 4 100 3 none.. . . .. ...". a ... in, .
-3 i P 6 a9 26 talk county ... ... .- -.... on.. ".. 3 mn- 3 3oinsh Goupl 1,4 79 9,7A 12010-59 N e m 11 72 eavv Lake iers
ins on easlin boat lending
75.-13-1 03 N 9 29 27 V&verly Growers A. N, aqualdt 1937 545 6o 151 3 .......... -me .128,03 Posen .*mw T 1 900 PS, .w. W-545
Corp#6 I
-2 NI 9 29 21 4...d C--w Crosby Wall 1952 630 G- 130? 3 --- ....... m w.... .......L 300 9s, new. woe*.
Drtling Co. 4 ln

751-138-1 N it 7 29 27 W, 0, Hihtower eseil Whatlay 1946 565 5 91 2?, Ind $-inch 4.00 130. 11.41 11- 7-50 T 1 500 r -..- .
3 discharge 11,85 12-16-59
connection

755-139-1 IV N 1 29 27 1. 1. Rogers 1. Vaughn 1946 612 12 91 2?, Top 1%-inch ol: 1,0 141.6 21,27 Ile 5-58 T.L 1,700 .... .......
3 an pump 604665 21,85 12-16-59
hole

718-144-1 N W 8 29 26 LUng-Lavwles Gardenhire Iros .1949 649 10- 195 3 ftash f 8-inoh 1,5 144,5 29,53 10-1558 T 1 Wgi-464
Fruit Co. I dissCalse 31,50 12-16-59
flange an pump
758-145-1 N N 7 29 26 Town of Sate J, 3. Whatlsy 1921 361 12 75 2,3 Assa hole in Flush 173.3 58.79 3-31-58 2 1 325 X 75 WVI. 10-221 temp KI on
Lake pump bass 62,72 ...-. L 428 5-5-59; WL 60.98,
12.17-591 well
originally 601
feet deep, 102
fet S 10-inh
cama;ts altaretine by LayneAtlantic Co.,
1954

758-146-1 NW N 11 29 25 0. T. Montabaul Uenneth Turley 1958 290 4 69 2,3 ................ 140.01 ... ....... J 35 It ---. W-4634
758-147-1 8 8W 17 29 25 Paul 1. Collins J. P, Whatley 1934 396 8 60 2,3 4cess hole in 50 135,0 50.59 10-22-5 2 1 .... -....-....... WL 10-22-538
pump bass 34,51 12-17-59 pumping

75i-152-1 1 83 11 29 24 Lakeland- Tyson and 1932 180 4 -... 3 ............. .... ..... ..... .......T .... ... .... .......
Highland Corp. Whatley
-2 NW 66 11 29 24 Hilltop Growers Gardenhirm Brom 1952 641 10? 3 nd 6-inc 4.75 136.9 51.19 2-22-57 T L --.- In --.- ---.discharge pipe






Table I. Continued
II) ail irl ) It ts aI 11 es 7 11i l) I (c110 1 1 | t 11( ) Itis 1Ws i a" |c tilT a I I S ) i )si
758-152-3 NW NW 14 29 24 Marion Hampton Howard E. Godwir .-. 400 4 266 3 --------.--.- --- 120e ---- -.- ---- D --.. ----

-4 SW SE 11 29 24 Lakeland- MiLy Bros. --- 800 10 ---- 3 Anchor-bolt 1.3 120e 34.58 12-23-59 T B -- In ---- ---- WL pumping
Highlands hole in base
Canning Co.

758-153-1 NE NW 11 29 24 City of Layne-Atlantic 1949 617 20- 412 3 Access hole in .75 122.72 37.45 7-14-54 T E 1,900 Ir .*-. W-1864
Lakeland Co. 16 pump base 33.66 7-30-54 .


-2 NW NE 15 29 24 C. W. Adams, Jr. Frank May 1946 661 10 150 3 Top 10-inch .3 145e 50.98 12-23-59 TE ---Ir --- -----
casing
-3 SE SE 10 29 24 Lakeland- .....---- ------ --- --- .... .---- -- ------- ---.----- ....-- ..... ..... -r ....---
Highlands Corp.

-4 SW SW 11 29 24 Hilltop Growers Gardenhire Bros. 1946 657 10 241 3 Access hole in .90 130.4 48.42 6- 5-56 T L -- Ir -- Wg- W L 37.08,
Inc. pump base 46.13 7-10-56 365 12-23-59

-5 NE SW 11 29 24 Emory Trask C. D. Cannon 1948 547 12 140 3 --- ------ ---- ----------- T E -- Ir ---- .--- Deast 1958
and Sons

-6 NE SW 11 29 24 .--...do----- Whatley Pump 1958 627 12 82 3 Concrete floor .5 140e 48.93 10-30-58 T ---- Ir -- ----
and Well Co.

LW 758-154-1 SW SW 10 29 24 hilltopp Growers Gardenhire Bros.1944 558 10 212 3 access hole in 1.6 127.7 42.73 2-24-59 E --- I --Wgi-
I Inc. pump base 36.84 12-28-59 341

758-155-1 W NW 9 29 24 0. Rogers, Red Rogers 1944 600 6 60 2,3 ------do---- 1.55 152.1 75.20 5-22-56 TE --- r -------- WL 62.74,
r. 73.62 7-11-56 12-29-59

-2 SW SW 9 29 24 lilltop Growers Gardenhire Bros.1945 811 10- 0-133 2,3 ---- do ---- 140 257.8 171.08 5-22-56 TE --- Ir, 77 Wgi- WL 164.19,
Inc. 8 223-' 168.98 7-11-56 D 338 12-28-59
288

-3 SW SE 8 29 24 aeyer Grove and Barney's Pumps 1957 778 10 259 3 3/4-inch tap .90 219.12 129.86 12-23-59 TE 700 Ir -- W-4389
Realty Co. Inc. for water lube
line

758-156-1 NW SE 7 29 24 W. Dunkman -------------- ---- 30 ---- I Top of 1i-inch 1.0 183.03 14.10 11-11-53 ---- -- ---
tea on casing 13.40 12-18-53 P

-2 SW NE 7 29 24 H. G. Pick Roy Wilt 1955 300 4- 0-122 2,3 ---.---.--.--- ---.. ---- ------ T 30 D -- -
3 180-
220
-3 NWNW 17 29 24 H. A. Betts ..---- do----- 1955 420 4 267 3 -.-------.... --.. r--- --- --. -----. T 40 D --.. -..

-4 SE SW 8 29 24 Fred Backer ...---- ...---. ---. 200 6 ---- 2 Top of casing .40223e 118.78 6- 7-54 T ..t D, ......
cover plate 118.79 7- 6-54 Ir

-5 NE SE 7 29 24 U.S. Geological Sherwood and --- 36M 4 35 1 Top 4-inch 2.00 181.96 11.22 1-22-54-- ---- 0 ----0
Survey Voestle casing

-6 NB SW 8 29 24 Snyder Roy Wilt 1956 316 4- 0-53 2,3 Access hole in Fluah 222.0 105.85 5-22-56 T1E S-- D -- --.
3 170- sanitary seal
310
.. j~I I I I IIvWl 96 )6 41-3 23 hl n6kh1~0 1)8 -2~111--





& blo 1. CIIsliIed .118i t.l 1i01 11) 'fil F) I ii 6 if i W

713815617 SW No 7 19 2A 1,0e1*ndf T ..-.-- ... 1956 1- . -- 3 Au@V hole In I,6 197,0 115.14 5733-s6 '1 9 .'-p 0, V.-I --?-VVT W1, 105, 11,
Highland Corp. punip kbI 11.65 7q1t5-6 Ir I3r,5
-8 No5 3F 7 ;9 4 4, N, LIghlfoot Roeor? 1940 150 6 3 3 .D,

-9 IW SW 8 94 S W, Lugo go. Moron 1948 1585 4 120 3 P.vv 9991re wo-py J K '.. s P .'. Wai.

.10 NO NW 179 A4 H, 0, CISrTin Phillip Morrtill 954 143 4 76 a 9 pg. mS .. .,
ell NW NW 17 39 4 I, L, Wasson Howard X, 0od0 1950 140 4 70 3 J m pvor. j N .Pe .
.t$ OW NW 6 39 34 so. W, g, Robert Mudiio 1938 o51 10. 335 3 *pg, off., 01015 evou*fe o 4 Ve Ir poop gevolef
AIddlo g
7$.11,1 3 1 12 39 24 Fitsersid Mason Moogan 154 6M 2 -090 1 op inch Plush 2021 8,43 7. 6.4 N pev Ir vs eost 9*9P4
gemstery 0 tni 7.34 7.29-54
-2 5I5 312 29 24 --a--d.o d- 1954 2M 2 -me- I op 1.tnch 1,45 3201o 7,5 09I9.9f e ppe . .
Ripple
-3 N3 NW 7 29 24 8. N. Lightfoot Smith ...- 748 12, 206 3 -inch sase 1,15 2109 116.65 12-30-59 T Ir Wgie
t0 tap an dig" 1037
harol flange
-4 OW 53 7 29 24 Nina 0, Choleon hatley pump 1950 42M Ill --- I top 1jXlk re- ,0 191,75 18.50 IL-11-53 P .. .......
and Well Co. ducing coupling 17,95 12-18-53
-5 IW O 7 29 24 .....do----- J, P, Whatley 1950 140 4 84 2 ..............-...-- ..... ..-. ..... T ..... D .... .....

-6 SW 19 12 29 23 Davidson .............. .... ..... ... .... 3 .............. .... .... ........... N .... In .... ..... AbnI active
Chemical Co. drainage will(?)

758-15*-l NW 3W 12 29 23 J. W. Milton 3. T. Marvel 1951. 152 4 63 2 Top 4-inch .20 166,7 18,97 6-18-57 J 3 .... D ... ......
casing 17.89 11-27-57

-2 NW SW 12 29 23 W. A. Shearous .---do.--... .... 100 4 I I -.................. .... ..... ........... N .- ....... Abn, not
-3 NW BW 12 29 23 ....do .............. 1949 151 4 .... 2 ........... .... ..... ..... ....-- T 0 .. D .......completed
-4 NW SW 12 29 23 Ls D. Dantaler Southern Fipe .... 200 4 .... 27, Top 4-inch 1.0 156 82.50 11-27-57 J E D .... ....... Abn
And Supply 3 cooing

-5 NW SW 12 29 23 .--do-.-. Howard 9, Godwir 1958 360 4 166 3 .............. .... ..... ..... ....... T D .... ....
Kenneth Turley

-6 No NE 11 29 23 Gus Vooglor Howard I, Godwin 1959 222 4 147 3 rop of .7 146e 56.40 12-30-59 T I ... D --. .---..
sanitary seal

759-132-1 SW NE 5 29 28 C. D, MartLn Southern Pipe 1954 237 2 125 27 .............. .... ..... ....... C E D, -..- ...---nnd SuppLy 3 PS
-2 SW NE 5 29 28 0. K. hartmn .............. 1950 180 2 .--- 2?, Land surLac., a .... 78.7 6.55 11-12-58 C E --.- Di ..-. -.-.-.
3 rop 60 foot A Pg
SW of w0ll 10.3A 12-10-59






Table 1. Continued
.... ... .... ... .. ..- -- i .. -- i. ,. .


759-134-1




759-138-1



759-139-1


759-140-1


759-143-1

-2


-3


w 759-144-1
*-2



759-145-1



759-153-1
-2

-3


-4'


759-155-1

-2



-3

-4


John A. Snively A. H.




The Tahoma Corp C. A.


Marquardt 1938


Daneby


26 Hubert Elos Is Southern Pipe
and Supply

26 Norman A. Strel Van Duyns, Inc.


Polk Packing
Assn.


.--.-do-----




--...... do- ......




. B. Teeter



0oe A. Lewis

Imory Trask

. Pickard


L. B. Curls


Daviuion
chemicall Co.

lamilton Martin


ames BoUilly


A. H. Marquardt


C. A. Dansby


A. H. Marquardt


-----do-- -

----do.----.
...... do------





Howard B. Godwin

Herman Sloan

J. B. Rogers


Elmon Sherouse


Layne-Atlantic
Co.

Herman Sloan


Howard B. Oodwin1952


I SW 1 4 29 124 Hamilton Martin I. W. Perry


860 12-
10



600 8



164 4


212 4


648 12-
10

662 12-
10

650 16-
14

600 16

672 20



625 10



139 3

745 12

630 12


640 10


1,220 24


330 4-
2k


300 4

265 4-


100





155


229


163


116

407



100



60

80




83


293


330



202

261


Access hole in 1.5 203.9
pump base


Top pump
column inside
discharge pipe

..........-...


-----..-....... ...








Access hole in 2.75
pump base



Access hole in 1.7
pump base


End 6-inch .50
discharge
connection




End 8-inch 2.30
discharge
connection
Lt-inch .15
breather pipe

access hola in .2
pump base




Cop 4-inch .50
:asing
. .--.n ... ...


128.6











135.7


135.95




137e



141.7






126e


142.3


125.2


115e


113e

115a


) 71( see; )wla e


94.57 12-10-591 E 2,000 Ir I-- JW-341


11.51
10,66













58.45




26.59


9-26-58
12- 1-59













12-16-59



12-16-99


1,100


2,000




3,600


22.26 12-17-591TIL 1,220 Zr


25.63
28.14

43.91
45.31

32,9
55.52




3.72


9-20-57
12-23-59

7-23-59
12-23-59

5-15-56
12-31-59


6-22-56'N

----......- I-


,400





5,000

Ii--


In---

Ir -

tr -


Ir --




D .--





D ....
D ---


W-1445


1-2131




W-4962



1-2014









W-4932


W-1835


WVi-
1038



1039

434


10 M i~ j go 0" Mi


Sll


mI lai io ti ies


: yt gas


llll


MllI


has I list


1141


S1I11 lis!


.....I ....


10-inch ocaing
700-730 feet,
through sand-
filled caverni
















WL pumping



WL pumping; well
back-filed to'
656 feet




Dist








WL 1959 pumping


Abn, incomplete
drilled in
buried sink.

Do

Abn, inacoplatei
drilled in
buried sinki
deat


II I I





09-1. 61 CZ-6 1C9!
6! .... ZI OS-'?Z-9 0 E SCT Cel ----o -9---- C' Ll 9 j0t 9S61 UT~xoW d~ll~q uo3u40r '9 IV Ca 9! 9 M M1N C-U00 a v I p
..-... ... I z 09-47 -7 I9*Z! EMT~ C9!l q*U7.1 PUS E 09 9 66 C961-----------------u~dd~d *1 19 CZ It le MS' 94gno0 TfH loss ........... 1-c-6

uqv 'og-91-1 99-6 -1 zs fulldnooD 2
15599O 'IM M-14 -.- Ild 001 N CS1-9 Cl 0C'61 W909111A ttoul-01 dol E 911 -01 IL9 Z961 -....op-...'191qm *2 *a cz 9 Cc MS 3s Z.

8s41170g; 013 ff-0C-9 9C'99 9SU'3 9 .00
PTO'U MA1P 141N MC-11 .... Sd 009 N 99-IC-1 094:1 OCIZC1 4IOU .1 q'l. dol C HCOI -01 34E99 Z161 *0juw:-su/v3 .....op-...C! 6! ; pi AN I-I0Z-69L
joluWU~e pUelopjW'
P111 Milla 9M162- ... 3r.... ..... 8I---------9c!-------------------..9t 91 z L [I MY P0C111 I9V ;a 43T0 c! 6! 9 1$ itsI -00!-6c
s330alryp dmnd
A@;"'0# G!1!-M .... Al 001'1 - 95-01-S 1z,09 6L5!9K S, dmnd po doZ C jet -01 969 016! qIUWUO '030 gaunt 1 14 cz 6! Cv- 1-691-61

-------------- ----- N 6;-IC-Il CE' 6'11 06' K0ee.! do9 3(5 HC9 9161 ---------------U-p9H 1"9 n1 C 9t 9 MS P C"
flulloto Assans
..9- ...d -----------.-- 0 -------6-C-!! 9'1 '1 OlC Moul-9 dol 1 4I1 9 M9! 9961 'oul 'guAna UWA 1*07901030 '*'n C! 9t 9t 94 MA I1
0 000'c Ou'lhO -91
9-410d 0'S ---- 'u! -009'1 N 61-IC-ZI 09C9 6'110S' 40u1-gl dol C X91C -91 WC99 6CC! 1337,133949 IV I UV *pn CI 91 9 As 101 1-911-61
vulloto -au:
....... ... 6 0C!-1 93'101 16169' oul-9 do. C 91S 9 tic 6161 1111 0391 0111 1suor-puampH 95 69 9 AMS AN
dumd jo sp
a 1 6-OC-t 911'if '61 6' 00 Inid 4oul7 8 tl091 9 01 9161 Aq4uIC 'V 'D 6S30131d 'M0 9 6! 9 M IN 4
9... s.. a ..... I z 61--I C'1 C'C61 0'1 **-...... C cc: 9 M3I4 6161 0 P.6.** 0110 41P 93 6 9 9...... .... 0 a mead.. I & 6*it' IC-611 s901 0'! 4091-9 do C ge 9 606 6161 .0 .1- .... IPA1401V 'N 'IN 9 639 M As I '

s""" ... am&& d .... I G""" ... -- .. mo -m a 1 e 9 196 3161 ApO0 'l PAVAq Put UAA 9 61 09 AM 9

.. "o a0 1"..."".".."" r ...." f. ... .aC g0t &I 19 16t SAly 'F ti0'o uung 'V UmAh 916 9 M t'
04 0. 2 0 ......... ........" 99 t 9L 1561 390tl I V 4611tA h111AA0 99 6g9 AAN M t

dosoD opu1119t
16-6 -Al At -- -- L .. . . ..C 6.-* -.. "......puolu1t 93619 A FA 1',11-66L

61-Otatt r3'99 seq dwnd g
ECit-A -"' At "..- I t 96-11'9 C9'S 6'19 t On UT 4104 **Sooy C OCt *01 01 016t 00A 11 t4ullpA0 ltoolg *1 't 9 6t 9 It s1 1'9S1161 U1 -00 101twS'ol
6.- 0 i -.---- .... .... ...------------ .-- q 009 6961 -.-..- &.uwd It tt As As SAW3SsL
..L'4~ ..~.. iS i i 1 i o i i i ii- -I. .- -I~ i... w I I _...J.!L.
p.rU9trun '1 331433..






Table 1.--Continued
tii gg aI, 141151 1 1 to) 101 1)till 10 1 1 1 tia il iiT -11 -- rns : "i'iTlist 1a l a141 ll

800-131-1 88 NW 33 28 28 Douglas Douglas 1950 35 2 30 1 -------------- ----- ----- ------------- C ----- -------Jennings Jennings PS

800-135-1 NW 8E 26 28 27 George C. Earle Dick Dunham 1957 496 8 399 3 End 6-inch 3.5 169.8 71.66 11-12-58 T G 700 Ir ---- Wgidischarge pipe 66.99 12- 2-59 801

-2 NW SW 35 28 27 J. E. Chastain John Spivey 1957 819 8 180 3 Edge pump 1.0 167.0 64.01 11-12-58 T L 800 Ir ---- ------discharge 59.57 12- 2-59
flange

800-138-1 NW 8W 29 28 27 Lamar Beauchamp A. H. Marquardt 1957 587M 12 105H 3 Top 12-inch .80 123.2 3.68 9-26-58 C L 1,500 Ir, ---- E,0 WL 2.69,
casing 1.34 10- 8-59 X 12-1-59

800-141-1 NE 8E 34 28 26 Eloise Woods ---.do- 1956 650 12 250 3 ---------------- ---- ---------- ---T 8 950 M ---- ------Water Works,
Inc.

-2 NE SE 34 28 26 -----do T. W. Perry 1926 534 8 117 3 Top lh-inch 1.40 175.4 51.14 8-29-58 T L 450 M --- Wginipple in 51.17 12- 1-59 600
access hole in
pump base

800-142-1 W 8W 34 28 26 C. H. Race Renneth Turley 1958 550M 6 104M 2,3 Top 6-inch .55 147.15 27.49 12- 1-59 N -.- Ir W-4551
casing 8,0

-2 NE NE 33 28 26 Jesse P. Dick Dunham 1956 205 3 118 2,3 ----- ----------- ----- ---- ---- J a --- WgiMehrlust Ir 1040

800-143-1 SW S 32 28 26 City of Gardenhire Eros. 1949 677 12- 221 3 Access hole in 1.10 148.59 28.55 12- 8-54 T ,- 1 --- W-2003
Winter Haven 10 pump base 28.82 12- 1-59 L

-2 NW 68 29 28 26 U.S. Department C. A. Dansby 1944 240 6 123 2,3 -----do- Flush 165.49 42.67 10-31-57 T 2 50 X --. W-864
of Agriculture 43.95 12- 1-59

800-146-1 NW 8W 36 28 25 Lake Region A. ,H. 1Marquardt 1954 676 10 70? 2,3 --- do--.--..3 152.15 29.84 10- 4-57 T 8 --- M --- W-3200
Development and 31.68 11-27-59 L
Investment Co.

800-153-1 SW SW 26 28 24 Howard 8. Howard E.Godwin 1947 390M 6 75H 2,3 Top 6-inch Flush 127.40 36.90 12- 3-54 N .- -- IV 75 ESg
Godwin casing 32.78 12- 7-54
-2 SW SW 26 28 24 do------------d 1.950 67M 3 42 4 Top 3X14-inch .60 126.68 5.51 12- 7-54 N 30 X --.- ---.reducer 5.49 12-21-54

-3 BE SW 26 28 24 American Layne-Atlantic 1942 1,037 24 117 3 Top 24-inch Fhlsh 118.73 21.35 1- 8-60 N 2,700 in 80 W-724 Temperature
Cyanamid Co. Co. casing 8 taken at tank;
abn, 1-57.

800-154-1 BE NE 33 28 24 Davison -d.---- ---o .1,000 24 --- 3 Edge steel Flush 139.6 47.92 12-30-4 T 8 Z.-- In 79.4 --.---Chemical Co. pump supports 45.04 2- 2-55

-2 NE NW 34 28 24 Herbert Woodard Howard 8. Godwin -..- 210 4 74 2,3 ----------- ---- --- .----- T -- D ---- -----







hlb 1 -0 14 "Ili.d AW d


800-54-3 NW NW 24 38 34 r. low4r4 9. 1odw3i 1 3 i 3 Tup -inch 0.4011iw 1?.40 6-3N-56 -.-- 0 --- ,G
MCCullough [4j ing
.4 OW NW 34 28 24 avion ..... 400 6 -- 3 ....-.. Y ... .. o. .. .- ..---- vs ---- ----.


.5 IS NE 33 38 24 1, W. Huophreyo Howard 9. Godwin1 957 189 4 73 3 .--.-. -- .----. ....... D .. ......
.6 ;N1 N5 33 28 24 M, M. Spivey Roy Wilt 1958 200 4 63 2.3 .. ---....-..- 140.. -. --.--...- 20 PS -.-- W-4775

800-155-1 NI 5 328 24 City of M. 5, Vaughn l941 1,030 30, 750 3 .--- .- . ...-- M .*.. W,503 Abn
Lakeland 15
500-156-1 NW 8 30 28 24 Leland Crews Gao, 1. Moran 1946 297M 4 190 2,3 Top 4-inch Flush 144.8 56,78 7-16-54 N .--.- Ir -- Wglc3 s ing 54,68 7-30-54 1041
-2 SE St 30 28 24 City of 04rdenhire 1956 731 20 448 3 Edes of pump 1.45 139.3 45.83 11-18-59 T I .... 14 --.. .....Lakeland base at floor

-3 NE SW 29 28 24 J, A, Williams Turley and 1957 270 4 137 3 Accse hole in .10 131.6 31,7S 11-18-59 J ...- D.., .- ---Godwin sanitary seal Ir

800-157-1 SW 54 30 28 24 City of Florida Water 1949 772 20 219 3 Access hole in .60 203.71 124,03 7- 9.56 C I M .. W-2015 Both WL pumping
Lakeland Well and pump base 115,60 11-18-59
Pi Supply-Bartow
-2 SW SW 30 2S 24 Mark Powell Gao, Moran 1948 500 4- ---- 3 .............. .... ..... .............-J 3 r .
3

-3 SEISE,30128,24 C. V. Duffie J, P, Whatley 1949 400 6- 200 3 .............. .... ..... ..... ....... T A 100 .--- .4 Ir
-4 USEE 30 28124 -..do ...... ............... 1949 200 3 .--- 2,3 .................. -- ..... ....... N ..... X --....

-5 NE NW 31 28 24 R, D. Vinning Wilder 1949 46 2 40 4 .............. .... -- ..... ....... J ..-- Ir ---- .--6 SW SW 30 ;6 24 Howard Snlow Roy Wilt 1951 60- 3 ... 4 ............................ ------- J Ir -.... .......
70

-7 NW SW 31 28 24 F. H. Callahan .............. 1922 500 6 .--- 3 End 4-inch 1.30 181.0 104.50 5-20-56 T ...... Ir ---- ------ WL 92.86,
discharge 102.38 7- 9-56 11-18-59
connection

800-158-1 SW NE 26 28 23 City of .............. 1956 670 12 --- 3 Access hole in 3,10 163.7 67.60 7-11-56 T E M ---- ----.-.
Lakeland pump base 58.26 11-18-59

800-159-1 SW SE 27 2 l 23 tLantic Coast Owner 1954 265 10 148 3 Top 10-inch 1,30 145.57 54.42 7-22-54 T ----- --- W-3420
Line RR casing

801-127-1 SW NE 19 28 29 Hatchineha A. It. Marquardt 1957 490 3 156 2,3 Spigut, 25 feet 2.00 54.8 15.3A 1-30-59 N 125 PS ---- ------ Yield is at
Estates Inc. east of well 18.2A 12- 2-59 free flow

-2 SW SE 19 28 29 Edgar Bowen -......do-. 1957 350 2 153 2,3 .............. .... A -....... C E 50 0, .... ....... Do
PS
-3 1SE SW 19 28 29 Cra Norton .----do-.- 1956 312 2 160 2,3 -- --------- ---- 57 A ---- N 50 U .... .....- Do




Table 1. Continued
1I) 12) (N 114) 151 IS) 1 M le 11 e 1 1 ~ On- Ill) Jl 1)5) ti ii (111 ~~~~i ii ~~71 it ) 1 IN" 1%~' 1$) la
801-130-1 NW NE 27 28 28 W. C. Eden Roy Wilt 1957 1,327 10 255 3 End 4X8 reduce 4.0 114.8 39.69 1- 5-59 T L 1,000 Ir ---- ------on pump die- 37.13 12- 2-59
charge

801-132-1 SE SW 20 28 28 James Black C. D. Cannon 1955 ---- 8 ---- 3 End 6-inch 7.0 98.1 L2.36 12- 2-59 T ---- Ir --- ------and Sons discharge pipe
outside of
house wall

801-136-1 SW NW 27 28 27 Town of Dundee -------------- 1924 540 12- 442 3 Top 3/4X2-inch ..3 125.3 14.0 5 11- 6-57 T E 500 M -. ----8 reducer in 9.46 12- 2-59
air-vent pipe
-2 SW SW 22 28 27 Jack M. Berry Sadler-Taylor 1957 650 8- 644 1 -- ----------- --- ----------- -- ---- Ir ---- ------- iell not
Co. 6- completed; all
5 sand to 644 fest, clay 644 to
650 feet

801-138-1 SE NE 29 28 27 E. L. Turner ----do--- 1957 256 4 142 3 --------------- ----- ------- ------- J E 300 PS -- ----2 -- NW 28 28 27 B. C. Hunt Kenneth Turley 1957 180 3 95 2 ---------------- 128.33 ----- ------- J E 50 PS ---- W-4493

-3 NE SE 30 28 27 Lamar Beauchamp A. H. Marquardt 19441 252 6- 135 3 ------------------ 125.0 ---- ------- J E -4
801-139-1 NW SW 30 28 27 W. H. Webb and C. D. Cannon 1946 607 10. --- 3 Access hole in .15 145.0 20.31 8-28-58 T L .- Ir -Sons and Sons 8 pump base 19.81 12- 1-59

-2 NE SE 24 28 26 Alma P. Crump Sadler-Taylor 1958 526 10 109 3 End of 8-inch 3.10 139.1 17.51 12-18-58 T L 1,700 Ir --- ---Estate discharge 15.09 12- 1-59
connection
-3 NW NE 25 26 28 Pollard Dick Dunham 1959 553 10 116 3 ------------. ---- 149e ----- ------- T --- Ir --- Wgi1042

801-143-1 SW NE 0 28 26 Tamps Electric .-------- 1923 573H 10 ISOM 3 rop of 10-inch -13.00150.9 14.07 6-28-55 N ---- M --- E Abn
Co. flange at pit 18.62 1-12-56
floor
-2 SW NE 21 28 26 City of Gardenhire Bros.1954 648 12 ---- 3 Airline gage 2.7 144.0 18.8 11-30-59 T Z 1,017 M 76 --- Air line 70 feet
Winter Haven

-3 SW 1E 29 28 26 -- -d-------------------- 1923 404? 12 162? 3 Access hole in .2 ----- 75.38 12- 1-59 T E ---- M -- ---pump base
801-144-1 SE NW 29 28 26 H. E. Ford Howard Godwin 1950 199M 3 87 3 Top 3-inch .1 150.4 27.27 10-31-57 N ---- Ir --- ---casing 28.50 12- 1-59
801-146-1 SW NW 24 28 25 Bobby Clark Herman Sloan 1955 175 2 103 3 ------------------ 150 ---- --------.. J -- D

-2 SE SE 23 28 25 Herman Drawdy Van Duyne, Inc. 1950 305 2h -- 3---------------- --------------- J E .- D -- --.801-149-1 NE SW 21 28 25 R. M. Wilkes iJeo. Moran 1950 225 3 100 3 ------------- ---- ----- ----- ------- J .--- D --- --2 NE SW 1 28 25 -..-do----- ----------- 1950 12H It --- I op I-inch 1.40 132.17 7.33 11-18-541N ----- D --- ------- Abn; WL 9.81,
asing 8.85 5-22-55 6-25-56









or ~~~ -~~ li e i p ~ g g s~





9 *Ul


-M ...- It 006 3 1 ....------- ------ 21 --- -------------- c 99 01 019 1961 tIln Aq olzN y cqtG V AlAA VZ PC Io 2S m 6-...... .... u ---- 3 r Z. -91 11*'1 ---- IMA 9 1 ul-E dos C' 99 C 09R 0 061 uis il 't) dao z zvqdvyomI PC Z9 As 21W 9%g-6 -6 WO'6 lullo
2 ---- 1 ----- N 9I-0-L IE'99 90'i90 9'1 iou-9 dos Ct x43 9 I ...---- --------------.1'3"ft0 1 9 99 It UN

c5-a -c C491 lulli
---..-. ...- I- r 9 -01- wit ---- o' tpul-C dos C' 09 c MIt C961 119331H 'I '9 UoI2*4SI1 '0 't 93 93 31 PIP M 9- .. .... 'Q 1 ....... .--------.----.--------------9 09 1961 -----09------ ----P--9. 9O 1.. It PC

lut"'s jo dos
95-i-9 c-o-ll Z'v% U0 *,%IA 4opg
'IL ------- ------. N 96-c -9 99'11 59'031 Lpn0L 4*ul-% dos 1 09 Nt i1t 3961 ..---------*---- 9 9 1 13

SAIV% gave
.-*-- .-a--- 9----- A 19$-C *9 1' '---- 5I'I 4sul-41 dol 9 &6c Z 140 5361 euvo 'D A Aquwg0 'D 'A I 13 20 3U a -901-109

635011 91.9t-9 90'0, 1u ul
'J6't. U ." ...." Sa*- -.- a aN 3-sm9 35'1c 9'900 01' 4901-C dos C' a-- c X19% IC61 UIp00 '3 palM iA9*q0o PAOO'0t It 91 19 PA 9.
'00
*..*. do'* I- r .0-..- & ....... *-.-. 3 t...-..--...ulold spaAP 9t it 9: MN IN to
At
*0 d *- &.asI t .....6 ...- .... ........ 6- c'6 e 9 0c o 996p1 ---0....-. It It.9S 91 IN 9

A".666 Saba 0 .N 9'S t 50'0t 95'681 4M10 40016C del t ;' L c 9001 2161 o- -0p aop UIAp0 PAVACH 9t 91 31 A$ a a r .. m a -..-.. -.'.. . .. ..-..-... '! .L 99c E c 6t UtIAP 'I plAoi ...-Op..*- It It t 30 At59-11-01 03'9 lujori
Uq. -.a N -.... '- W6 96 W1E 06' 45utajl del I MRt t wtt 1561 1 o qeN 1 '1 f' lcsaqo 1 '1A it 9 It 10 AsN I-tI-100

,ullcm t41ul.p
IW-Z_-1 F. 'ir lit 01.1 po 811 Uals"111?A
- -- N -90-10 9 9 9 tl 00's- lp l 2 r ---- moot ...------.9Pt iS t te tO Ml SK 3 *691rt 03


pp=REtlriitr 'l 1t401a





Table 1. Continued
111 11'1 23) 142 is) to) 17) 110 2it 201 22 222 2232 2242 (is) -" 1 117 111 :191;It: (all 1221' Ila) t161U 21
801-155-4 SW SE 21 28 24 C. D. Carlton A. H. Marquardt 1956 669 10 90 2,3 End of 6-inch 3.6 149 52.51 4-30-56 T L ----- Ir ---- ------- WL 40.43,
discharge pipe 55.87 6-28-56 11-18-59
outside of
wall

-5 SE NE 29 28 24 D. J. Carey J. T. Neikirk 1940 678 10- 3 Access hole in 1.5 144.0 41.66 6-26-58 T E 780 Ir ---- ------8 pump base s 38.56 11-18-59

801-156-1 NW SE 30 28 24 Lakeland Yacht ------------- 1949 400 8 70? 2,3 ------------- --------- ----- ------- T E-- PS --- ----Club

-2 NW SE 19 28 24 Florida South- 0. A. Dansby 1947 1,111 10 264 3 Access hole in .5 200.86 98.95 7-30-54 T E 1,000 PS ---- W-1589 21 96.45,
ern College pump base 104.57 7- 9-56 11-18-59

801-157-1 SE NE 25 28 23 Snook Funeral -------------- 1952 125 3 75? 2 -------------- ---- ----- ----- ------- ----- Ir ---- ------Home

-2 W SW 30 28 24 J. W. Shire Roy Wilt 1953 46 3 26 4? -------------- ---- ----- ----- ------- J E 33 Ir ---- -----3 NW NW 30 28 24 A. P. Bolton --.-do- 1954 32 3 ---- 1? Top 3-inch Flush ---- 13.45 12-10-54 N --- Ir --- ----coupling
-4 NW NW 30 28 24 A. R. Carver ------------- 1949 45 2 40 4 ------------------- ---- ----- C E -- Ir -- ----801-200-1 NE SW 28 28 23 W. 0. English Howard E. Godwin --- 143M 3 128 3 Top 3-inch Flush --- 61.00 6- 4-56 0 ----- --- --- -----caging x

-2 SW NW 27 28 23 Atlantic Coast Atlantic Coast 1954 325 6- 219 3 Top 4-inch 2.80 51.60 6-10-54 J E- X -- -----Line RR Line RR 4 caning 51.86 6-15-54


-3 NE NW 27 28 23 Confidential Joy Mfg. 'nd 1960 1,846 4 32 2,3 Top 4-inch -1.0 135e 41.37 1- 4-60 N ----- X -- No. 2 Abn
Drilling Co. coupling core,
8I0

801-201-1 S91 NW 20 28 23 R. C. Taylor -------------- 1940 300 6 ---- 3-------------------------- ----- E ----- PS

-2 W SE 20 28 23 Strouse Trailer Howard E. Godwin 1956 200 4 130 3 Top 4-inch 1.0 133.5 ---- ------- J E --- PS --- --Court Kenneth Turley casing

-3 N1 IE 20 28 23 John Schenk .-.do---- 1957 233 4 161 3 -------------- ---- 134 ----- ------ J E--- PS ..- ---.-801-202-1 NW SW 20 28 23 Chas. G. Jones -------------- ....-300 3- 180? 3 Top 3-inch -1.0 135.7 36.48 7- 6-56 J E ----'PS .-- .---2 casing
-2 N8 SW 20 28 23 ------------ Howard E. Godwin --- 98M 4- --- 3 Top 4-inch 1.0 135.0 35.89 7-12-57 N --. D -. --.-3 casing 33.25 11-20-59

3 NW SW 20 28 23 Boyd and J. E. Barney's Pumps 1954 90 4 65 2 --------------- -------------------- T E 75 PS .... WgiStephens Inc. 598

801-203-1 NE SW 19 28 23 John Hanes J. P. Whatley 1951 115 3 63 2,3 -- ----------- ----------- ------- E -- PS --- ---.--- ---








~ ~ ~ ~ ~ ~ ~ ~ ~ ii -4i3 3 3 .I... Illi U11 'flo. "fl ..'I[. I''. L . .- 1' "'' "I'~. 19 -ii F5 ri -J9'
N03-l7-3 6W NO 19 ;# 39 *1lhh ana44 A I 344 O 97 *57 3 35 N 47 i' Yield 40
Noets Inc Rfrof f0-1.36-I 1 I5 15s ;I ? Oscar OoFech 0. D, CannOn 3955 450 115 3 Top of pump 1,0 94.3 5,65 if. 3-59 r I Ir ..--IF
and Sor column, inside
of djoahsise

803-134, NW 6W 1335 37 Case state WhatIey and 1957 141 109 -O 3 A4t00i hole in .3 139.5 45.31 9-36*58 7 a "T, I .
Fruit Co. Hell 6 pump basa 44.07 Il 31-59
502-135 W1 W f 333 7 J. M, LaWhorns A. ". Hudson 1941 719 5. 5709 3 *ldo *n .5 103.3 101,90 Il. 7.57 T 9 600 It ow ow"
103.36 3. 3.58

-1 oW OW 14 3 17 Arthur Jacobson C. A. DanOby 1949 725 10. 9-- 3 -.w-w-d .90 156.3 66.75 13- 31.9 T1 1,300 I1f .00

00-136-1 IV SW 13 337 RaoS 37 Co-op. 0o, Daneby t943 737 10 105 3 Ind of Slonah 4.3 153.9 77.30 3. 3.59 T 1,000 r wool...
discharge
connect ion

.3 Ns 1W 13 so 37 0. u. lubush 3ay a ,os, 1957 630 It 300 3 botson edge of .70 193.5 104.60 13. 3-57 T I, posse If own 119...
pump bals 98.78 I3- 3.59
-3 NW 16 15 3s 27 a. 9. Rubueh wndo3- 1950 654 10# 5097 23 .......... .... 204 ....... T --o It -v-- WaL
and John 6 1043

802-137-1 5U 3W 16 25 27 Town of Lake swastika 1926 405 8 121 3 Air line gae 1.3 1235.5 16,5 11- 7-57 T 500 H 79 ..... Yo-23
Hamilton service Corp 13.0 12- 2.59 L
-2 i3 5W 16 28 27 d. do....o.-......do. 1926 415 8 120 3 .............. .... ..... ..... ........ N -.-.. N --.- ....

802-139.1 N NW 19 28 27 Lake Region Dick Dunham 1959 400 6- 315 3 'op 6-inch Flush 128 5.53 10-29.59 N --- ,- Ngi- Abn
Golf Club 4 seeing tr 1044
.2 -2 NW 19 28 27 ....do ...... ......do.. 1959 395 5 107 2,3 Top 8-inch .8 125.5 3.55 12. 1-59 N PS, W-5098
losing Or
.3 NW 19 28 27 ..-..do ......-......-do--- 1959 200 2 107 2,3 ................. 125.5 ..... ....... N -.. 0 -.. ..

802-143-1 SW NZ 21 28 26 City of Oardenhire Bros,1954 593 12 147 2,3 Air line gage 2.3 147.05 19.4 11-30-59 T E, 927 M 76 W-3305 Air linu 70 6'ot
Winter Haven L
-2 SW NE 21 20 26 -...do .......... do----- 1954 816 12 138 2,3 --.--do.- 2.'il44.25 17.2 11-30-59 T E 920 M 76 W-330b DO
-3 SW NE 21 28 26 --do------ -----do------1954 642 12 ... 2,3 -----do----.2,3 145.11 23.2 11-30-59 T E 972 N 76 W-3307 Air lint, 60 Ce..
-4 NW SE 16 28 26 Florence Citrus Dunham Well 1957 345 4- 201 3 ---------------- ----- ----- ------ E 80 D ..- WgiCrowers' Asen, Drilling Co. 3 769
-5 NW 5E 17 20 26 Now Ice Co. C. A, Daneby 1946 615 12- 191 3 op pump 1.55 161.1 37.87 11-35-59 T I -.-.- In, ---- W.101
10 4olun inside PS
discharge

-6 ..W SE 1720 26- Chose 1920 480 1- 130 2,3 --------------- ---- --- ---- C E .- In, -- "--- Ahn
8 PS






Table I. Continued
RIf I III 141 1 l )I III 53 10) III III 053 1141 ist iet 111 171 1l0 131) 1II '13 3

802-143-7 NE SE 17 28 26 Birdseys Foods C. A. Dansby 1946 609 12 209 3 -------------- ---- ----- ----- ------- T E 1,320 In ---- W-1389
Inc.

802-144-1 NW SE 18 28 26 J. G. Hollmeyer A. H. Marquerdt 1940 550 8 ---- 3 -------------- ---- ----- ----- ------- T E 800 D, W-518
In

-2 SW SE 17 28 26 U. S. Dept. of Sadler-Taylor 1959 512 6 105 2,3 -------------- ---- 16- ----- ---------- 400 D, W-5443
Agriculture Ir

802-146-1 NE SW 13 28 25 City of Layne-Atlantic 1956 601 12 15 3 Top 2-inch 1.5 151.65 32.85 12- 1-59 T 5 1,500 M ---- W-4075
Winter Haven Co. breather pipe

-2 NE SW 13 28 25 -------- -----do------ 1956 640 12 155 3 -------------- ---- 152 ---- -------- 1,600 M ---- W-3851 Dest

-3 NW NW 24 28 26 Kenton T. PawitIC. D. Page 1928 245 6 200 3 -------------- ---- 143.6 ----- ------- N .-- Ir ---- -------- Po-17; drainage
well

-4 SW NE 24 29 26 A. E. Harrison -------------- 19201 205 4 ---- 2,3 -------------- ---- ----- ----- ------- N ----- Ir ---- -------- Drainage well

-5 SE NW 24 28 25 Clinton Houston Dick Dunhan 1956 186 3 106 2,3 -------------- ---- ----- ----- --------J E -.--. ---- Wgi1045
*6 SW SW 13 28 25 0. M. Grubba ------do------ 1955 179 2 88 2,3 -------------- ---- ----- ----- ------- J E ----- D .... ...

-7 NW NW 24 28 25 J. E. Mincey John Carr 1955 200 2 90 2,3 -------------- ---- ----- ----- ------- J E ----- D ---- -------8 NW NW 24 28 25 Frank D. Mathis ------do------ 1956 210 2 91 2,3 -------------- ---- ----- ----- ------- J E ----- D ---- --.-.-802-149-1 NE NE 20 28 25 Davidson ------------------- 1614 2 59M 2,3 Top 10X2-inch .40 128.87 20.60 3-17-55 N- ---- G Abn
Chemical Co. reducing 19.78 4- 7-55
coupling

-2 NE NE 20 28 25 d---------------------- ---- 14 1 10? 1 Top 1 -inch 1.20 129.48 7.24 3-17-55 N --- D ---- ------- DO
casing 6.78 4- 7-55

-3 NW NW 21 28 25 Charles Race A. H. Marquardt 1939 400 6 96 2,3 -------------- ---- ----- ----- ------- T E 700 Ir ---- -------4 SW NW 21 28 25 Techatterer Oil ------do------ 1955 970 10- 615 2,3 Top 10-inch 1,13 130.00 17.37 6-28-55 - ----- X ---- W-3633 Abn
Development Co. 8 coupling 14.07 11-27-59

-5 NE SW 24 28 25 Glen Abbey Howard E. Godwir1956 154M 3 67 2,3 Top 3-inch .25 ----- 26.17 2- 3-56 - ----- PS --.- ------Memorial casing

802-150-1 NE NW 18 28 25 Charles Rhoades -------------- 1953 52 2 ---- 2 -------------- ---- ----- ----- ------- C E ----- D, ---- ------x
-2 NW SE 18 28 25 Joseph Nemuth Van Duyne, Inc, 1950 255 4 40 2,3 Top 4-inch .45 115.96 10.06 11-17-54 C L .--- Ir ---- ------casing 9.52 12-21-54

-3 SW NE 19 28 25 Davidson --------------- 1930 150M 6 37M 2,3 Top 3-inch 1.30 118.96 11.29 11-18-54 N ----- --- ----- E, Abn
Chemical Co. nipple in 11.67 12-21-54
casing plus

-4 NE NW 20 28 25 d------ --------------- ------6 16 ---- 1 rop 1 -inch 1.60 124.2 3.95 11-18-54 N .-- Ir ---- -------- Do
coupling 6,25 6-25-56








9e61v I. vla'11i


0016 0 4










.5
*4

'7









.I
.9



.I


-3



01


-6

-7

-8

*9




*10


-1I


*12


-13


luod







85 16

I IIs




iN 13


II 13



is 13




N 1to

NW 19

N 19

n 2 14







M1 24 1
99 6


IV 6


11 l B i ill i ,


Chemical Co.

1)S ,,v.doun




38 Is A, C. Caerr

311 4 A, A, urlts

138 4 H. P. Taylor

12 14 A. Croeby

21 24 1.....do'. -

28 24 Joseph 8asnyl
tr.

28 24 1. D. sanyi

28 24 ,o-'"*do***---
18 24 ...... do-.-


i2 24 A. W., Rynoldl
a8 24 A. W. Reynolda


......do .... F, Carroll 1945


tKriam Stirling
and A. A. Pin-
ter

A. A. Pointer


A LLiford


Il.itol H IIouth







Hoavrd 1. Godwil
5ovt18 6, Oodwvl






Howard I. Godwtl

A. Closby

Howard 1, Codwin

J. D, Ilsnyl




J. D. inayi

Howard .Godwin


1950






1949
1959




1943


194B

1953

1921

1950

1948




L955


Top 4-inch
casing

Top 2-inch
casing

top 4-inch
eating

top 2-Inch
casing


60








21

73 2

21

42

30

60 2


1 ) u1 p 11111

iVO Itri i
I lpichelrpulch



I Top i-inch ill
on #:$tnv

1 top 3.inch
asiLng
,I op to(n| h


,31 Top of 6.Ineh
toe

,3 top 4.inch
c*>Lnl

L Top tIlnch
calling
3 ............

SLp of 2-anch
ill on easing

1l-Lnch nipple
on casing

It top 21-Inch
casing
,3********


117.40 18.06
17.33


, I $i1i 0I


I ill I.I




121, I,

110, 7



116,11




L12,85i




112.51

114.1

115.1

1076




110.57

110

117.33


11.94







1.41

13,35
9.62

9.56
i, to





9,60
14.73
11.4 5












12,46






11.16
11,39

11.35
9.62
17.37
14.7391








18.91


-l.6-54.

1-10.54
3-12-554

i-15-SS4


6-25-56
1,1.l-3

*. l56




11169.54
IIlltl

10.1.154


11-12.14





ll.1.4.













6-25-56
11-16154

11-16*54
12621-514






1.28-55 I
3- 9-35

2. 1.55


3-21*55


3-2155 I1


U.-:.


wull tlouwd
after well
depth exceeded
100 f6ti






WL-vtell pumped
recently


905 Cr




85 Ir


-1 Ir
:r


*** I e .i Al o







hDo

D '.... .. ...
I.... .. .......




S...... ,...



Ir .... i....


Ir *... ***...*.*Trator bolt




Ir .. ........*


Ir ....r .......
It .... ....... llitr report


24 J. F. Carroll ......do ......


HI

RIc

!W


IW


s


I




1ablv I. C--ntinUed-. T. A.., I..Ii tc1411)[i 1151)- 113 1141 1II 1141 (7M 1181 15)to lot) 1501 Ila) 1141, Its)
802-151-14 sW;8w18 28125 Carl Crosby Howard E. Godwin 1955 265 4 45 2,3 Top 4-inch 1.00 116.92 17.21 3-22-55 N ---- Ir ---- ------casing

-15 NWSW 18128!25 Marvin Starling -------------- 1945 29 1k 20 1 End of 2-inch 1.20 116.80 15.29 3-17-55 N --- Ir ---- ------. WL 15.45,
nipple 14.45 5-22-55 6-25-56

-16 NWSW 18 28 2 --do---------------------- ----25M 2 20M 1? Lip of 2-inch .50 ---- 14.45 3-17-55 C L ----- Ir, ---- ------tee x

-17 NW NW 18 28 241Mr, Page ------------- ---- 46M 1 21 2 Pitcher-pump 4.40 115.51 12.26 5-23-55 P ----- D ---- ------- Dest 9-55
valve, seat

-18 NE NW 18 28 25 Hubert Denney Cecil Argue 1955 93M 3 41 2 Top 3-inch .40 114.5 4.63 10- 5-55 N ---- D ..-- ------casing 11.20 6-19-56

-19 NE NW 18128 25 H. W. Deeds Howard E. Godwin 1955 115M 3 66 2,3 Top 3-inch 1.75 113.25 9.45 10- 5-55 N ... D ---- E
casing 13.52 6-26-56

802-152-1 SW NE 13 28,25 R. W. Giles A. 1. Williford 1954 57M 2 35 2 Lip of 2-inch 1.20 109.69 8.55 9-24-54 C L ----- Ir ---- ------all 8.59 10- 7-54

-2 SW NE 13128.25: -- --do------ -------------- 1948 60 16 .--- 2 8.---5---9---. ---- .---- .---- ..----- J E .---- D ..-- -------3 SW NE 13:28 25 -----do------ -------------- .... 244 lk ---- 1, Lip of l1-inch 2.2C 109.20 7.67 9-24-54 C L ----- Ir ---- ------ Reported flowing
2? ell 7.73 10- 7-54 until 19481
WL 9.30, 10-27-54

-4 NW NE 18 28.25:-----do ---- -------------- ---- 14M 1st ---- 1, Lip of 1's-inch Flush 109.6 7.57 9-27-54 C L ----- Ir ------------ Reported flowing
2? tee 8.06 10- 7-54 until 1949-50

-5 SW Ni 13 28 25 ------do------.Howard E. Codwin 1954 204 4 44 12,3 Top of 4-inch 1.0 109.59 12.00 6-26-56 C L --- Ir ---- -----ell

-6 SW NW 242824R. H. L .wi ----- 35 ---- 2 ------------------109 ----- -------- J E ----- D ------------ Reported formerly flowing well
-7 SW NW 24 28 24 -----do----.Whatley Pump 1952 85 3 30 2,31Top 3-inch .50 109.31 9.08 6-27-55 C L- Ir --- ------- L 2.14,
and Well Co. casing 9.68 6-25-56 10-27-59

-8 'SWiNW 24 28 24 ------do------ R. 1 Lewis 1952 51M 2 39M 2 Top 2-inch Flush 109.31 7.95 11-17-54 N ---- Ir ---- --casing 8.10 12-21-54

-9 ;NE SW 13 28 25 T. F. Palmer T F. Palmur 1949 60 2 50 2 ------------- ------------------------ 0 E ----- D ---- -------10 1NE SW 13 28 25 ----do------ Howard E. Godwin 1954 65M 3 55M 2 Top 3-'inch 1.00 110.22 9 18 10- 8-54 C L 60) D, 75 W-3422 Cuttings
casing 12.65 6-25-56 Ir collected by
author; WL 2,34,
11-24-59

-11 NE SW 13 28 24 J C. Ellerbee ------------ 1920 ---- 2 ---- 2? -------------- ---- 110a ----- -------- C L Zr- I ---- ------- Reported flowing until 194950

-12 NE SW 13 28 24 -----do---..J. E. Ellsrbee 1919 50 2 30 2? -------------- ---- ----- ----- CE ---- ...-..










91 A it .. .. 11. .. ... .... .i .. ... ... -.

80153-13 N1 SW I 31 34 4, J. P0h10IY, 000, Not#" 1953 153 6 "" .. ....".". "" ...... ."..." C 4 "" .. '"1
Jr

-14 N1 Ow 34 35 34 1. C, William. 0, 01110m- 1943 46 1k 30 3 109,3 "' CI *.. C 9 "f

-13 s SW W 35 3W "" 30 3 3.. $ Top 9l1%Lvinch 1,0 ttl.l1 13,74 31755 -N Irl WL 13,51,
1 duper 15,1 5.311-55 x 6915-16

-10 No OW 3M 3134 ..".do,"... Van Duyns, Inc, 1947 130 4 W0 3,3 ...... 110,9 *"o" a L "3 r .
-17 1W 1W 13 55 34 1, A. sterlins 1. W. Fussell 1954 4 W 3 IO 1,3 TP vIQnsh ,50 109,06 N v "oo. r *to we q. W4 13,37,
*0 1 W 14,03 5.1V3) 0.5.

.15 01 1W 1 31 4 L, P. VigIds Howar4 0, Godwrl 1955 175 4 35 a,$ Top el ostng .5113.33 16,07 5.631.5 0 L ... :1 O.
Gsveroplato 14,03 6.1795s

-19 19 SW 13 28 24 ...-do- .. ".... 1900 35M 2 05 4? Tp 1inch .50 112.32 10.07 5-155 N ..- Wr 14,31,
Gain& 14,00 6.37-55 6.25.56

-20 95 OW 13 38 24 A. J. Dohany, ..... o -........ ......7 1h 25H 2 Top pitcher 3.25113,63 17,28 5.21.55 p .. D .. ....... Abn
Jr. pump body

-21 53 55 14 28 24 0. leader Howard 3. Godwit 1955 100 3 43 2,3 op 3.5flch .50 109.7 15,09 0 0 ....
LI1 aoupling 3,70 11-17-59
-22 1 5t 14 224 .. do ...... .....4 1955 100 4 44 2,3 ................. 109.3 ..... ....... T In ... .......

802-153-1 IW E 15 28 24 Ed. Harnandas Roy Wilt 1952 52 2 42 2 .................. ..... .......-- J ----. --.- .-2 NW NW 23 2 24 .............. .................. 11 l .... Pitcher pump 1.62 117.24 7.70 6. 4-54 1 -- D ... Abn
Volvo seat 6,1 6-18-54

-3 SW KW 23 29 24 S. J. Hnnacy, ............... .... 23 th 18 1 op 1'-inch .85 128.50 1J19 3 D .-.- ---.-.comming 19.25 -21-55

-4 NW SW 14 20 24 Lakland Layna-AtlantIc 1951 660 10 ---- 2?, .................. ..... ..... ....... T 320 n .... .......
Tanning Co. Co.

-5 HE 8E 15 28 24 Cattleman's Goo, Moran 1949 190 3 ---. 2? .............. ......... ..... ....... J PS, .... ......
Livestock 3 X
action Market

-6 S 65 15 28 24 H. W. Kolp -......do. 1945 57M 2 --- 2, rop 2-inch -1.0 124.0 20.80 12-30-54 F --- D 76 .-- Abn,6-56
3? casing 21.94 6-26-56

-7 8o BE 15 28 24 L. Bradley Howard E. codwin1954 130 2 56 2,3 .............. .... ..... ..... ....... J I D .
Span

-8 BE sE 15 28 24 ..do................... .... 29M Ik ..-- 2 Top lk-inch 1.00119m 19.02 1- 3-55 N .. D ... ....... Abn,1-3-55;
easing buried

-9 NW BE 14 28 24 W. S. Elfresh could 1946 24H 4 -.- 2 rop 4-inch .10 108.67 8.04 9-23-54 P .... ........ port flowing
sphalt 9.97 10-11-54 until 1951





Table 1. Continued
1) 111)1 31 is) is) 171 (6) is) I Ito) I'll 1121 1101 ((41 11 11 161 U 1T 8ii 19 a tel ts i (23 (3-4 (30

802-153-10 NW SE 14 28 24 Mildred Tonkel Howard E. Godwin 1954 100 3 40 2,3 --.-.----- ---- ----- -.. ---- J E ---- D -.- -----11 NW 8E 14 28 24 ----- d-do ----------- 1934 80 lk ---- 2? ------- -- --- ----- ------ N -- D --- --- Dest,5-54

-12 SW SE 15 28 24 L. J, Lovett ---------1951 46H 14 453 2 Top Ik-inch 0.30 127.76 25.32 3- 4-55 N D---- ------ Abn
casing 25.70 4- 7-55

-13 SW NE 15 28 24 C. E. Thompson ----------- 1930 38M 3 35M 4 Top 2-inch 1.30 123.00 24.02 3-11-55 N ----- r --- ------nipple 24.03 4- 7-55
-14 SE NE 22 28 24 Hammond Turner -------------- 1946 400 8 --- 3 ..............------------------------ T L Ir ----- --------15 NW SW 14 28 24 Lakeland ---- -------------- 31 14 28W 2 Top 1k-inch FLash 111.0 20.37 5-21-55 P .- D --- ------- Abn
Tanning Co. coupling 16.68 6-26-56
802-154-1 NW 5E 16 28 24 Lakeland Lakeland 1940 40 1k ---- 1 -------------- ----- ---------- J E ------In ---- ---Cement Co. Cement Co.

-2 NW E 16 28 24 do------------d -- 1949 40 2 -- 1 ------------- ----- 142 ---- ------- J E- In ---- -------3 SW SW 15 28 24 Jackon Jackson 1948 68- 1k -- 1? Top 1k-inch .40 135.50 7.14 6- 3-54 J 2- D --- ----70 casing 6.36 6-18-54
-4 SW SW 15 28 24 S. J. Honnecy A. I. Williford 1954 50 2 --- 1. ---------- ---- ----- ----- ----.--J E -.- D --J' Sr.

-5 SW NW 22 28 24 Sam Moore --- ---------- ---- 21M 1k ---- 1 Pitcher-pump 3.20 144.40 4.62 12- 3-54 P --- D ---- ------- Abn
valve seat 5.56 5-17-55
-6 SE NW 15 28 24 s. J. Ruther- ------------- 1939 199m 4 120 3 Top 4-inch .50 133.19 29.03 11-24-54 N -- -- .---ford casing 29.88 12-22-54 Ir,
PS
-7 NE SW 15 28 24 Alex Mueller J. D. Williams 52W 3 48M 2? Top 3-inch .60 133.62 13.78 3-11-55 N ---- Ir ..-. ..-.casing 13.63 4- 7-55
-8 SE NE 16 28 24 W. E. Sullivan W. E. Sullivan 1950 12M l 21 1 op 1 -inch .50 145.76 3.70 3-14-55 N Ir ---- ------- WL 4.20, 6-28-56,
casing 3.73 5-17-55 well plugged?

'9 SW NE 16 28 24 L. D. Calhoun L. D. Calhoun 1953 34M 2 32 1 Top 2-inch .253149.73 9.21 5-14-55 N Ir -- ----casing 9.07 5-17-55
-10 SE NW 15 28 24 L. J. Schinner- Libby-Freeman 1949 319 4 119 3 Top 4-inch 1.00 129.42 28.85 3-15-55 N 50 D, W-2259
er coupling Ir

-11 NW SW 15 28 24 ----------------------- ------- 41M 1k 40 1, Pitcher-pump 1.65134.49 9.34 5-17-55 P Ir --- ----4? valvd meat 11.24 6-28-56
-12 0* 15 28 24 Vernon Todd ---------------- 22M 2 15H I Top 2-inch 1.0 131.18 11.33 5-10-55 N I -- ----- .----*enter
casing 10.92 5-17-55
-13 NW SW 15 28 24 S. J. Ruther- A. I. Williford 1956 85 3 40 2 Lip of 2-inch 1.80 134.0 13.61 6-28-56 0 L Ir -- ---ford union 6.03 11-17-59












Table 1. 006U 44 i-7- -ff
7ebls ~ 1u-lU~ -, "-1.-d !1- 14!r -ic -i- m ~ i rn--o

8o3.694'l4 SW 0 1063 34 Barney's Pump$ 5ernoy'C Pumpe IO56 145 6 73 3,3 -..5 ... g I Wit? All coandislee
loc, Inc, $046 in$ supply well

,IS IW No 16 38 34 ..d ... -"" ...." 1956 s0 4 1- W Clsssd'oyacsm
1047 dr50ass well
(or 10-154-t4

603.155,1 sw W 16 0s 34 City of IlOvons 5944 746 30. 160 3 Top of me96l 1,1 15.1 31.93 11-33.59 T 1 1,0500 N .. WSL; W, puestos
Lakeland southern CO. 20 bel 1045

.2 n 1 17 28 24 Ln, Open Lon, capen 1954 73 3 40 t4 C I .ne Ir w-ve
.3 Xv 51 17 28 24 1. T, S. T, 153 7P 3 30 1,4 -.-.---..-.- ... -. C I .-.- .. --. ..---BarintAson Barrington

.4 NW it 17 38 24 J. V, fossm Howard 1, Godwiv 196 130H 4 50 3 Top conete 1.0 1358 35,57 3-14.56 T I -*-- If --
pump bass

102-156-1 lW I'W 17 28 24 Lakeland Lakeland 1953 12 36 12 1 Top 36-inah flus 137,20 4.73 6- 4-54 J 9 ... In 73 CoseSO pipe
Cement Co. Cement Co. sooing 5.01 7- 6-54 $s::ng, gravelpecked

-2 NWi5 18 28 24 A, F, Jett 0, T. Harre11 1952 115 2 60 2 .............. .... ..... .... ........J 0 72.3 ..--3 W N 17 28 24 Gordon 3roe, Barney's Pumps 1955 163 4 137 3 ......-.-...-- .... ..... ..-.- -..... J I ... In .-.- ...Concrete Inc.

.4 us Nw 9 25 24 First Methodist -.-..do 1954 270 8. 208 3 ............. .... 194.83 ..... ....... T I In .. W-342L
Church 6

.3 o3 *w 17 28 24 Radio Station Van DuynO, Ino. 1953 141 4 71 2,3 .............. .... ..... ..... ...... J I -.... X .... .....
WIAK
.6 51 3W 17 28 24 .-.d...... ......do-. 19530 61 3 42 4 .................. ..... ..... ....... N In ... Abnj plugged

.7 51 NW 18 28 24 L. 9. Amidon .............. 1915 15M 2 1BM I Top 2XI-inch Fluoh177@ 8.30 3- 4-55 N If .... .......
reducer

8 39 W 18 25 24 ..--.do-. L. z. AmidOn 1945 25 2 Is 1 .............. .... ..... ..... ....... C I .... .......

-9 141 SW 17 28 24 Lakeland Howard 1. Godwin1956 ,3lH 3 45 2 Top 3-Inch 4.90 135. 17.82 7- 7-56 N -.. X ---- ----.. Drainage well
Builder's Inc. coupling for closedsystem air
conditioner

802-157-1 SW NI 13 28 23 Florida Power Curtie Dansby 1946 703 10- 308 3 k-inch conne- 2.20213.00 106.85 11-19-59 T 1 600 In 78 W-1388
and Light Co. 8 tion on
discharge pipe
-2 NX OW 13 28 23 Atlantic Coast .... ......... 1926 578 12 -- 3 .............. .... ..... ..... ....... T I ..... In --. .-Line RR

-3 MWd 51 13 28 23 Hann Bros. Inc. J. Hilliard 1910 804 8 200 3 Top concrete 1.1 208.87 102.90 7- 6-56 T I I.n -- --- Abn and dest,
pump base 19571 Po-11

.4 8E BE 13 25 23 Paramont Perry? 1925 390 12 .... 3 ---- ---.- ---- --.---- T E 300 X --- -theatreo




Tabla 1. Continued


-9 E SW 1 28 24


-10 S SW 18 28 24


802-157-5

-6


-7




-8


Gordon Bessford

Advance
Appliance Co.

-----do----


M. L. Wilkins

Lakeland
Ledger
------do------




City of
Lakeland

.--..... do------


----- do---- ......


-11 1E SW 18 28 24 -do --. R. Neikirk


SW 18 28 24
SW 13 28 23


---...... do-- ......




Lakeland
Laundry and
Cleaners

Montgomery Ward


Orange State
Processing Co.


City of
Lakeland

Mann Bros. Inc.


City of
Lakeland


28 23 Florida PFavoreat
Fertilizer


Layne-Atlantic
Co.






Barney's Pumps
Inc.

Ben Lovelace
and Co.



Layne-Atlantic
Co.

Whatley Pump
and Well Co.

Florida Water
Well and Supply
Co.


619 10



619 8


761 15


1925 11,201


828 124


325


716



1,216


621


725



74M


300 3 1---------------


360 3


-----------

i-inch hole in
side of pump
base

J-inch access
hole in steel
pump base



Air line gage


210
2310


1,5(189.44



1.20 187.62





3.0 201,04


84.58
82.15


98.76
105.19




104.5
110.0


5-21-57
11-19-59


7- 9-56
5-21-57
;I


750 IM I---


600


2,000



2,100


9-26-55 TI 4,000 M 80
7- 9-56


Wgi-
432


Wgi-
431

Wgi-
433


Wgi-
430




W-946


-- .--I --. 13?7 --------- -- ----I--TIE -- In ..- ----


-------- --- --- ---- ------ 250 X


kir line agae 4.5 208.46 116.5 7- 6-56 500 In
97.5 11- 4-59


Access hole in
pump base



Edge of pump
base


191.22


208.0


193.3


83.15
80.25



96.63


5-21-57
11-19-59



7- 9-56


88.72111-20-59


2,409




2,000
2,000


W-3623


W-3751


--. ...-.... 1912



D. G. Southard 1912


--.. do--.. 1922


W-4153
E



W-2767



0 Abn; clogged at
74 feet


SClosed-system
Sir conditioner;
drainage well
for 802-157-6

*Air pump,
** Steam and
electric

Do


Po-12; WL 85.38,
11-20-59; nearby
wells pumping

Po-13; pumping
WL on 5-21-57;
Scatic WL, near-
by wells being
pumped on 7-9-56

Both measures
are pumping WL;
air line 124.5
feet







Air line,127
feet; pumping
WL 7-6-56; static
WL, 11-4-59


-12



-13



-14


-15



-16


-17


802-158-1


-2


M I lei"'1L"'


30 1 --------- ....... --- ---- ..... l .... I-.....-


I 151


M 18)


Its)


l g


Ires r ti r i tal Is


11 I


,) ii


1151


Ril little tail


11.1


----.......I*













Table l I lns3ilcd- i 110 IM -n4r 11111 M 111111

N05.59-S SW t4 36 53 fwbIta Super W. 0, Rsers 151 635 6 5.54 3 &seeas bos S 0.50 150 56,76 7v 6-56 9 woV If, P0 qwq.t.
Morke t POp bass 5.91 1110059 X
502.3004 MW I 5Is 33 petS Arms Nerton Wr4 1953 350 6 k03 a -v-Nww" -vo- 135,6 9--v-- I I Us ?I *- V4737
103015 sU 310 te 13 Olty of Vlorida Water 1957 649 5 125 3 13-- 138,4 --- --w I I .... In vvv Vale Tenet slrsic
Lakeland Ui APd Supply 5049 reeds ie,
103.0145 IS AS 11 333 IS .0. WhitorlId key Wils 1955 40 3 .0 3 ...... a L If. ve 6-....
802-303-1 OV N 13 36 23 5 A, Carral1 1. A. Carroll 1956 110 3 68 3? ..Of" I D .
4 OW N19 1 3 ....d oode--* ...."Rode-. 193 56 4 42 c -.-.-.. .. .. ...L I
-3 W o 19 t 23 -- 1956 51 3- -- 2 Ltp of 32 1,10 --- 4.14 5-16.56 a 11 --0 -- -.
3 Loch reducer

803-133-1 M IW 15 21 28 A. 0, Roots and 0 D, Cannon 1956 G21 Is 110 3 End of S.Lnch .0 96.4 10.26 Is 2.59 T L 1,600 11 0 .. --..e
others and ones discharge
soupltnu
803-34-1 INd 133 2 27 tok@ Hamilton A. N. Marquardt 1939 600 1 93 3 ... .... .... 100.66 -..... .-- T 0 1,450 I . .-. W445
Cooperative In.

-2 9 313 14 28 37 V. 5. Jones Caeil Whatley 1947 504 1 100 3 End of $-inch 5.3 130.0 40.45 1. 2-59 T L --*-- T .... ..-.diueshrge pipe

-3 33 3 11 23 37 Dale Haskins Dick Dunham 1959 526 10 105 3 Top of pump 5.0 125.9 30.46 8-13-59 T L 1,200 t .. Wgie
column, inside 37.83 12- 2-59 1050
pump discharge

803-135-1 NW N 14 28 27 Alex Warren Sr. C. D. Cannon 1957 ....... ... 3 .............. .... ..... ..... ...... 0 .. -... .......
and sons

303136-1 V N 10 28 27 0. Wylie -----do-. 1955 592 12 197 3 Discharge 1.5 174.0 86.48 11- 6-57 T L 1,000 It .... .......
clangs on 81.31 12- 8-59
pomp

503-137-1 WI 53 9 26 27 M. A. Holmes Geo, 3. rain 1946 561 10 165 3 Access hole in 1.0 163.9 55.27 11-12-57 T L 500 T --- W-1416
pump base 51.13 12- 9-59

-2 53 Id' 9 25 27 Roy Taylor Saddler-Tayler 1956 440 10 170 3 .............. .... ..... ....... T L 1,000 I .... .......

603-1434 i 33 8 28 26 se and Rate 0. 3. Brainard 1947 505 10' 175 3 Access hole in .3 133.55 8.96 10- 2-57 T L 500 X -.-. W-1487
Inc, pump bass 8.96 11- 3-59 3

.2 NW OW 16 2 26 A. C, Cox A. Marquardt 1957 305 4 90 2,3 ................ 133a ......- -. J 3 150 76 --- W-5353

03-145-1 IV NI 12 28 25 Geo. Hinkle Kenneth Turley 1954 215 4 87 2,3 ................ 145 ..... ....... . 50 P3 76.5 W-3444
.2 N VW 7 28 26 V.. Stefanski ------do .... 155 4 101 3 ................. 155.06 ..... ....... 1 ---- PS .... W-2925

803-146-1 33 IW 12 28 25 W. H. Schulte, C. D. Cannon 1946 750 10 200 3 roes@@ hole in .20 142., 28.25 -7- 9-58 L 900 It ---- --Ji. end Sons pump base 25.12 11- 3-29




























Tells 1. Continued
SII) lIaII 5' ale 141 171 161 51 1101 1111 ai WiTl 1141 rir -rirs it Iil ilaaF III li ii'ta to
803-146-2 NW NE 14 28 25 Browning and Kenneth Turley 1952 225 2k 91 3 -------------- ---- 163.12 ----- -------. J E 20 PS ---- W-2720
Scarborough

-3 SE NW 13 28 25 W. H. Schuls ------do------ 1958 996 8- 180 3 Access hole in Flush 154.0 30.56 9-26-58 T E 500 Ir .--- .--.--6 pump base

-4 NE 8 11 28 25 Clifton James Clifton James ---- 25M 2 21 1 Top 2-inch 1.2 ----- 7.52 10-13-59 N ----- 0 ---- ------coupling

-5 NE SE 11 28 25 ---- do------ Sadler-Taylor 1959 143M 2 87 2,3 Top 2-inch 1.0 32.44 10-15-59 N ---- D ---- ------casing










803-147-1 SE NW 10 28 25 Adams Packing C. A. Dansby 1946 639 12 168 3 -------------- ---- 146.28 ----- -------T E In W-1060
Assn.

Ul: -2 BE NW 10 28 25 --d--do----- ------do------.1949 701 20 ---- 3 -------------- ---- 147.84 ------------- T E -- In ---- W-1875

-3 SW NW 11 28 25 City of R. M. Perry 1910 248 10 ---- 3 -------------- ---- ----- ----- -------C E ----- M ----
Auburndale



-4 SW NW 11 28 25 ------do------ C. A. Dansby 1944 616 12- 250 3 Access hole in 1.6 169.29 46.38 11-23-59 T E 1,140 M --- W-872
10 pump base









bsb I C.OnOInled
..2),....&~~Arl "(11Fi--....-.--l----- --- ---7 -- -- ----i -- -- -- -- -----------o-O -----603-147-ll SW II g 3 x 8 35 Ismote Mod rdoonhire 5rus. 1946 675 821 397 ... -- --.- 1' .,00 In t-91 Wa70o Goneroi floor
Corp. I Is 144.30 fval
14

3 NW oijs go 85 d --v-do--r- 1951 617 30 168 3 Aecess hall n 0t40o 41.4 21.75 1817:54 7 1 v i.v In v. W. WI, pumping,
pimp base 15.00 1155 Al 1511i 1
I WI. 23,04,
11,3059

'23 NW;N 2 3$ d"d. 1958 627 1 .... 3 A..4 .10 t40,7 13,13 181,1154 T 5 eme In
116,3 3. 9.55
,t4 NW 0N1.5 Wa3s .d d 1953 603 "5 3 .do .e" .30 140,0 30.96 13-1.54 Ti mIn .......
I I 15.38 11.30 59 1
-15 MR 55 10 3835 city of Morrill Well 1959 633 10. 376 3 Top 3/4-inch 1,35 -- 44,34 11.23-57 N .. ..
Auburndale and Pump Co. Is coupling on
breather pipe

803-148-1 Ng 1o 9 20 25 ...C.do-...... C A. Doneby 1948 388 6 .... 3 .............. .... ...... ........ T Ir.......

.2 NZ NZ: 9 28125 0. D, Chandler OeO. Moran 1949 182 3 60 2,3-- J .....- ., .. ..-.
Zr
.3 NW,89 9 2825W. J. Mardimsn Turner and 1944 157 2 .... 2,3- -.-- .... .--- ----..- J 3 .-.. 0 .. ..-.-Koran

-4 'sg NW 10 28 25 Robert Strick- Howard Godwin 1955 167m 3 70 2,3 Top 3-Inch .60 ..-- 22.25 6-23-55 N --0,
I land casing Ir

-5 Ng 9 9 28 25 0. A. Dotson Roy Wilt 1954 160 3 63 2,3 .............. .... ..... ..... ....... J 10 PS .... W-3389 Top concrete
I base is
145.63 feet eeL

-6 NW SW 10 28 25 David R. Webb Kenneth Turley 1956 270 4 83 2,3 ................ 133 ..... ....... T I ... r .. W-4050 Top concrete
base is 133.59
feet mol

-7 81 ME 9 28 25 W. CArriaer Roy Wilt 1957 167 3 63 2,3 ..............-..- 140.57 ..... ....... J 3 20 D, ---- W-4215
PS

803-149-1 S NW 9 28 25 da Guthrie .............. .... 300 4 .... 3 .............. .... ..... ..... ....... T -...- 1
-2 Ht -.W 9 28 25 .....do----. C. A. Dansby 19431 500 10- 145 3 Access hole in Flue 151.98 32.31 12-14-54 T L Ir .... .......
S pump base 32.97 6-28-55
-3 SW NW 9 28 25 H. Slakman Red Rodgers 1947 ---- 107 -... 3 .--do 30 155.79 35.41 12-14-54 T L In .... .......
41.06 3- 9-55

-4 SW 9 28 25 C S. Davidseon .............. 1929 160 3 .... 2 .............. .... ..... ..... ....... J D -3?

-5 ME SW 9 28 25 8. J. Wilson Van Duyne, Inc. 1951 192 3 507 2,3 .............. .... ..... ..... ....... J E ..........
( Zr




Tabia 1. Continued
11T1) 1 is) is)I li I 1 ) 1 it) till (141 list lie) I li) 9 t.ali.l its) s -ts

803- L49-6 NE SW 9 28 25 S. J. Wilson S. J. Wilson 1943 30 2 20 1 ------------- -- --- --- ---- N --- D .-- --.---7 NE SW 9 28 25 ---d-----------do---- 1937 30 1k 15 1 Top 1%-inch 0.70 146.26 7.90 11-18-54 N --- D----- ----- Abn; well dry,
casing 10.50 5-23-55 6-25-56



-8 NE SW 9 28 25 John L. Geo. Moran 1952 190 3 83 2,3 ---------- ------ ----- ------ J --- D -- -DeLosier

803-150-1 N S INS 18 28 25 B. M. Johns S. M. Johns 1951 50 1 457 2 -- --------- ---- 119.49 ----- ------- C S .- D --- .-.-2 SE SE 8 28 25 Abbie Austin Hare (Mr.) 1953 72 1k ---- 2 --.-------- --- -- -0 F --.. D, .-. .--is
-3 SE SW 8 28 251James A. Russ James A. Russ 1948 58 11 48 2 Top 11-inch .50 123.21 7.40 5-10-55 N ----- WL 8.47,
casing 6.27 5-23-55 6-26-561 dest

-4 SE SW 8128 25 1. S. Poster; Howard E, Godwin 1950 168 3 60 2,3 ----------- ---- ---- ----- -----.- J ----- In --5 NW NW 17128i25,U.S. Geological Stewart and 1955 13H 110 13 4 Top 11-inch 3.70 120.4 .38* 8-18-5. N --- 0 .--
Survey Mills casing 3.06 9- 1-55

Ut -1 NW NW 17 28 25 -----do----- Stewart 1955 3M 1k 3 1 --- do----.4.05 120.4 1.62 9-13-55 N --- -------. .23 ,9-23-55

803-151: 3W NE 12 28 25W. P. Alford eOO. Morin 1948 75 3 27 2 Top 11-inch 1.40 118.00 11.10 6-26-56 C L ---- Ir 74.5 -casing

-2 SW NE 15128 25 ---do-----..----do----- 1950 170 3 20? 2,3 Top 3-inch .55 117.19 14.90 5-23-55 C L .- Ir -- --casing 13.27 6-28-55

-3 SW:NE 15 28 25 d------do --- ---------- 1948 29M k ---- I Top pitcher 1,0 116.42 8.50 12- 1-54 P --- I ...pump val seat 10.90 6-26-56

-4 NW SW 7128'25.V. R Roberts -------------- 1948 65 1 ---- 2 -------------- --------- ---- ------ C --- D .-5 NW SW, 7 28 25 ----do------- F W. Fussell 1954 69M llj 41M 2 Top 2-inch .70 115.55 4.08 9-27-54 N Ir 74.2
casing 4.15 10-11-54

-6 NW SW! 7 28525 -----do.- Howard E. Godwin 1954 193M 3 36 2,3 Top 3-inch .30 116.80 .10.33 10-29-54 C L --- Ir 75 -casing 9.92 11-15-54

-7 SW SW! 7 28 25 T. J. Milton A. 1. Willirord 1954 48M 2 35 2? Lip of 2-inch 1.10 114.05 6.75 12- 3-54 C L I----- Ir --- ------ WL 2.53,
ali 10.37 6-30-56 11-24-59

-8 SW SW 7 28 251-----do--.- T. J., Milton 1946 30M 1-k 20 1, ----.-d.-- .90 115.1 7.30 12- 3-54 C L ---- Ir -.-
4? 8.60 5-23-55

-9 NE NE 13 24 24 A. C. Schulta lluward E. Godwin 1954 236M 4 48 2,3 Top 4-inch .90 115.41 12.78 12-10-54 C L .-.- Ir .. .-casing 12.52 12-21-54

-10 SW SW 7 28 25 T J. Milton Willitord 1955 146M 3 42 2,3 Top 3-inch all .80 114.37 11.39 5-2-55 C L I---r --- -----12.79 5-23-55











03jI 1.3 SW11 71 1 I is arl m, Carroll toward 9. cudwin 1955 3434 .4 )3,3 'rp 491nh rluwoi 3.31 120 3.-311il . ".. Ir W 112 tuI;I'In
aulle

1 0 1 1 3 3 T. V, Palmer Williford 3954 514 3 3N ; Lj of dInch 1.0 109 13 5,14 109 1.14 C 4 e If t* -v
Ul. on 0ou408 9.43 10.37154

-3 6 19W) 31336 -."" d-" T. Po1mor 1931 3I3 11 PH1 3 Top pttchor 1,20 109,40 $,31 9-34.54 F v 9-99e Ir' .. vv-v- Al
poop body 6.38 10. 7414

13 ,. 3:35 p.d ... Wiltiford 19$4 131 3 50 3 Top 3vtnoh ,0 111,00 9,34 9.3454 N P ov-' Ir v--' ....
eatn 9.37 0. 1754

.4 NW pg $9 il O, W 3101 154%.A'.e".e.e t948 3214 3 Lip of 3Ietoeh ,49 109.39 7,9 9.31.54 C I, If
W on casino 5,47 10- 714

803.353-1 It mu t 1039 34 J. C, Combos Franeto SmIth 1943 401 **..2. . ............ U .. Gig
2 SW PM 30 26 24 Coy Cbe ee 204 1 I Top p 1thei 3.35 158,3 10.20 10. 5.54 P "" 0 Ahn
pump body 10,35 10-1154

.3 SW~ 3E 0 2024 Polk County Phillip HorrIll 313 355H 6 55 2,3 Top 4.inch .50 123.10 27.5 5-1.55 C ..... i72,1 9 ,a
Gas no 25.51 6-30-51

14 W 10.. .2 ...... do ..................... 930 -... .... ... .............. .... ..... ..... ....... -.....
.5 NwS:9 110 3i24 IC, 2, aader C. S. Baader 1945 56 3k 52 2 .............. ....-. -.--.......-C --- .
-6 NWi8E 10 26 24 -.--do.... Howard 0, Godwin 1952 195 4 45 2,3 Top 4-inch 1,30 127,10 23.78 5.24-54 C A ... Xcasing 24.33 5-28.4

-7 iNW BE 10 28 24 ...-do. C.. BaAdor 1951 13 2 9 1 End of .40 3... 11.76 5-24-54 N --.- Ab1
horLiontal 12.28 5.28-54
nipple in
2-inch ter

.8 53 ME 15 28 24 A. It. Smith .............. 1934 135 1 .-.. 27 .............. .... ..... ..... ....... ..... D .... ....... Supply
3 4 houses

-9 ME MW 15 28124 0. 9, Yeomans Howard 1. Godwin 1949 141H 4 52 2,3 Top 4-.nch .55 124.90 24.64 5.14-54 C ...- r ... .......
cooain 24.95 5-28-54

-10 11 NW 15 28 24 E. A. Esposito 0. S. Yeomans 1948 52 2 40 2 .............. .... ..... ....... C D ---- ....11 NE NW 15 28 24 0. S. Yeomans Joe Hennessy 1924 72 14 60 2 ................. 123.95 ...... ....... P .. D ....... Abn
-12 ME NW 15 28 24 .-do ...... ......do-. 1934 63 2 52 2 ................. 124. ..... ....... J D
.13 N IN 15 28 24 .--do ...... -.....d. 1946 74M 34 54M 2 Top reducing .75 123.08 23,49 5-26-54 C L Ir ...........
bushing in 23.82 5-26-54
3-inch couploi

-14 NE SE 10 28 24 1. E. Vachon Howard 1. Godwin 1957 914 4 45 2 lop 4-inch 1.0 ---. 18.32 3- 4-57 - 35 D ...........
caning .




TlnbLm' L. Continued
IL 11) i s 1111 171" 101 Ml 461 11 i p) ( 1 Aa cIel l 31 714 -1 i i la 11 Ila) 11i10s tall ils Iasi 1141 Is
803-153-15 NZ NW 15 28 24 S. A. Esposito Southern Pipe 1954 260M 4 66? 2,3 Top 4-inch 0.70 123.20 23.51 6-15-54 T ---- D,
and Supply casing 21.60 6-18-54 Ir

.16 NWISE 10 28 24 C. E. Baader C. E. Baader 1944 52 -1k 20 2 Top ik-inch .30 123.57 8.42 6-18-54 N D ---- ------- Abn; WL 7.93
casing 8.40 .7- -6-54 7-19-54

.17 NW 8 10 28 24 Fanny Jordan Roy Wilt 1954 477 2 30 4? -------------- --- ----- ----- ------- F 8 ----- D .... -------18 NWiNE;15 28 24 T. A. Rivers T. A. Rivers 1946 50M 2 45 2 Top 2-inch 1.60 122.94 19.22 9-29-54 C E D ---- ------coupling 21.67 10-27-54
-19 NW NE 15 28 24 ------do------ Howard E. Godwin 1948 170 4 60 2,3 Top 4-inch .70 127,31 23.39 9-29-54 N I-- Ir ---- ----coupling 23.80 10-11-54
-20 NW NE 15 28 24 d------------d 1954 125, 3 59 2,3 Top 3-inch .20 ---- 19.20 9-28-54 J 8. 28M D
casing
-21 NE NE 15 28 24 Ethel Combs .------------- 1908 27M 1k --- I Top l-inch .60 .-- Dry -9-29-54 N ---- D
casing Dry 10-27-54 Ir
-22 NE NE 1.5 28 24 -- ---do- Van Duyne, Inc. ---- 100H 2 49M 2 Top 2-inch .50 11.56 11-29-54 C L ---- Ir ---- 0
casing 16.12 6-23-55
-23 NENE 15 28-24 ------do-----.Goward Godwin 1954 125 3 47 2,3 -------- ----- ---.-. J E ---- D ..-. ------24 NW!NE 15 28 24 Howard Roberts ------do --- 1954 191 3 163 2,3 Top 3-inch 1.0 124.24 22.51 10- 6-54 J .---- D --- W-3425 lCuttingo volivetcasing 4d by author
-25 2NWNE 15 28 24 d- Roy Wilt 2--- -------op 2-inch .50 0--- .0.76 10- 5-54 F E ----- -----coupling
-26 'NW IE 10 28 24 Cecil Combee ,'ewiS Bailey 1938 19M I ---- 2? Top lk-inch .70 127,03 16.11 10-2754 C I- D Abn; WI 10,32
casing Dry 5-17-55 1I-16-59
-27 NW BE 10 28 24 ---- do- Cecil Combee 1942 28M 2 35 27 Top 2-inch Flush 123.89 16.31 10-27-54 p ..-.- Ir ---- ------- casing 23.14 5-17-55
28 NW 8 10 28 24 do- Howard E. Godwin 1954 127M 3 53 2,3 Top 3-inch 1.0 127.46 23.11 11-10-54 J E D --- W-3424
casing
-29 NW SE 10 28 24 d---- ------- d 1954 154M 4 60 2,3 Top b-inch .80122.59 18.59 11-16-54 C L 65M Ir 74 ----.
cover plate on 18.92 12-22-54
casing
-30 NW SE 10 28 24 A, C, Rogers -.--.do- 1954 382 2 348 2,3 Top 3-inch .70- 19.39 11-17-54 J E- D .-- .... D0st
caing
-31 NW 88 10 28 24 -----do-. A, C. Rogers 1953 48M 1k 45 2 Top lb-inch .70 126.02 23.90 3-14-55 J E .- D 75 -.- Abn
oupling 23.69 4- B-55
-32 8T8102824 -. Walker A. Rivers 1946 48M Ij 384 2 Top 1l-inch 1.50 ---- 21.44 4- 4-55 CE -- D -.---csing
-33 NE NE 15 28 24 L. J. Weaver Howard E. Godwi 1954 218 3 88 2,3 ------------- --- ---- ---- ----I .J S --- 0 75.5 --.-








Table 5. Cua;iwsd

503,1134 N5 "8I s 6 V J. Woover Itrilekond 1-TV 30 14 it, Top I* oeefe ,90 111 1764 J I VVP 0 qen Yn-ev Abn

*31 WW 04 10 1 34 A. 9, Rujo.0 Howard 5. Godwin 155 809 J ;37 3 goof'"."" .'.' wwwvv Wifeer. 0 1 VVIV P .. Y eVeqe
e36 iw PB S 16 40, Thompson Qe9. Moranl t 915 19 W 8 14N I Top 'Imsah 0170 Iffly 81,64 1 4.55 ; 5 0 5 1,5 ?VWV

.17 N5 No 50 Is 14 J, V. Combos Hower4 S. Gody r 1951 45 3 35 It, Top V00sqh 1,0 lg1,18 5,M8 557,4 j I -vvw 9 ,v v
4 a !tfl M,4) ST 104

.)5 WS N 19 85 34 rire..d.. ev d vdeoo.d.. 198 805 4 ov- 81, Top 4enoh 1.0 e.e.' 84,43 5.454 0 1 C weee. If
3 0a4tn* 18,14 09 7.54

.39 NW N5is 30 14 ..m'...."'.' -n...'"."' .m 41M tk 40H It, Top pitaor IN .0'.' 86,96 3W 4.55 .e 3 ..Q ....
4 pump Volve
0000

940 W 5 1 5 88 24 Polk County Howard 3. 0o0win 155 68 8 48 3 Top 23.1oh ,50 V.P.. 31.07 3.11.55 J I ON 76 Wee
sein

-41 19 N1 10 35 24 J. Q. CoMbe I 5dow- 956 149H 3 58 2,3 Top 3-inoh 245 .... 23,23 6-23.56 N ..- D .... 0.P.0
coupling

803-154-1 5W BW 3 28 24 W. H. Johnson W. H. Johnson 1950 26N 14 --w 1 Top pitcher 3,0 44,03 6.00 5-26-54 .P p.- .......
pump valvp 4,55 G- 7-54
loat

-2 11 N3 15 28 24 J. W. Reynolds ............... .... 14H 1 15 1 .....do..-.. .70 141.94 6.17 5-25-54 P -.. ... ...........
4.65 6- 7-54

-3 59 05 9 28 24 Carl I. Richard Carl 1. RIchardA1951 10 1% 10 1 Top1%-1noh .70 138.15 6.87 5.15-55 J a ... Ir .-.. ......
casing p

-4 51 53 9 28 24 Mary Farber Blaby 1925 701 2 41H 2 top 1k-inch 1.30140.74 7.94 4-19-55 p I -. .... .......
reducing 9.10 5-18-55
bushing

-5 It 5E 10 28 24 L. N Blanchard ...-.do------ 1930 72 lh 72 2 .............. .... ..... ..... .......3. .,
Ir

-6 S ME 15 28 24 1. W. Reynolds J. W. Reynolds 1940 20M 14 20 1 top pitcher .1.8 4.09 5-25-54 P .--.- D, 73.5 .......
pump valve x
Neat

-7 BE 3E 15 25 24 ...do ...... .....do-----1938 11H 14 -... I .....do-. 1.6 -...- 4.52 5-25-54 P .--- D ...- .-...8 15 N3 15 28 24 ....do-..... Howard K. Godwin1950 60 3 60 2 .................. ..... .......--. r .--- .....-.
.9 5E SI 10 28 24 Ralph D. Carter Slaby? 1930 64H 1k 457 2 'op 1'-inch .65 ..... .12.91 5-25-54 7 .-.-- Zr ... ......
union

.10 5353E 10 28 24 -do ...... .............. 1930 69H 14k 39M 4?, Top 1l-inch .75 137.68 13.18 5:25:54 N,. D -.... -.......Abn
2 casing 13.24 5.25-54







Table 1. Conelnued
III I t)l la in ll #)Ie1 ( I I Io ) (II it) I at) ..I I l l|1 fie) 117 1 1 it 1 1E ll) | 2 its ] I 1 1


C. L, Thornton C. L. Thornton


803-154-11

-12


-13


-14


-15


-16


-17

-18



-19


-20

-22



-23


-24


-25


-26

-27

-28


-29



-30


-. 50

1t 34M1


NE ij 16

NE NE 16


NE NE 9


NW SW 10


NW SW 10


NW SW 10


NE NW 15

NE NW 15



NE NW 15


NE NW 15

NE NW 15



NE NW 15


NE NW 15


NE NW 15


NE NW 15

NE SE 9

SW NE 16


SW NE 10



NW NW 10
6


NZ



NE

rN


28 24


28 24


28,24


28 24


28 24


28 24

28 24


2 .............. ....

2 Bottom lip of 1.61
Ik-inch tee


I. S. Felts


E. P. Selph


Kenneth Combeeo


......do .....------


------do--- ......


H. N. Combos

------do-- ......



W. A. Jeffries


..----... do-- ......

A. L. Combee


------do------


------do......


W. A. Jeffries


A. L. Combee

T. F. Varnadore

L. B. Hine


Aldine Comboe



David Deeaon


J. P. Whatley


Kenneth Combee


---...... do--- ......


Howard E. Godwin


Jess Penlon

..............



Van Duyne; Inc.


A. I. Williford

A. L. Combee



-.---do------


.----.do-----


A. I. Williford


-----do-..---






Aldine Combee


I I I I I


1950

1950


1949


1944


1948


1954


1932

1940



1943


1954

1950



1947


1948


1954


1955



1925?


1947


137.67








141.44






128.55


52M


150


50


11M


105


40

8M



57


70?

9M



27M


12M


49M


50



121


63M


E ..... D





E ----- x
E ----- x

G ..... X





E ----- D


3


3.76
4.05







10.00
10.31

26.50




7,19
Dry






7.85


88


24?


207


67










50

13



20


12


40M


40






50M


Howard E. Oodwin l955


Top Ik-inch
casing

Top 3-inch
casing



Top pitcher
pump valve
seat






Top pitcher
pump valve
seat

Top 14-inch
casing

...----do------


Top 2-inch
cas ing





rop 3-inch
asking

rop Ik-inch
tee


rop 3-inch
easing


57 ~2,3


10- 5-54
10-12-54







11-23-54
5-18-55

11-29-54




5-17-55
6-27-56






11-27-54
11-27-54


11-27-54 P


11-27-54 C
4- 7-55

11-27-54 N
12-22-54

* P--. P

- *- fP

3-18-55 N
5-17-55

5-20-55 C
6-27-56


5- 6-55 J
5-21-55


Ir --


Ir 77


Ir 74.5


D --*

Ir ...

Ir --..

D,--
In,
X

D 76,5


147MI 3


-


WL, dry hole,
6-27-56






WL 3.51,
11-16-59






Dent


126.60


125.50






149.19


131.56



144.24


8.80


6.85
7.44

15.39
16,48





47.63
47.96

21.92
21,24


31,41
39.55





60)1*)14-31 SW WI

O SOW NI

933 MS SW


*34 IW II





03 NI N

*2 so NE

-3 S11 N


-4 I|N NM



*6 NE SW

-7 IE NW



-9 Sw NE

-10 SW NE


-11 NINE 1



-12 NE N 1I


IeW04 M. cooper H. I, 0odwvn 1i1t

Leonurd l, Jo~ ,vr, .do..-. t t495

Folk County A. Peneby 1941
oeard of P ub $
Inotrutelon

U,l, Oeololgel4 Wh(lley pump $t
Survey aOd WeIll Qo

ally of COnertl Florida l96I
Lekelend .Well Drllers

Cunniniham WUtllaes 4954
Laundry

Fenton Laundry Southern Pipi 1953
and Supply
......do...... .......... -. -


U. T. Brooks A, 1. Wiltiford 1953

F. A. Stack ............... 1950

C. Bentley ............... 1953

Mrs. Fred ............... 1950
eotherbee

H. 0. Smelts H. 0, SMelts 1952

J. D. Reynolds J. D. Reynolds 1954

......do ............do ..... 1954


Florida Highway Howard Godwin 1955
Patrol


Plorida Citrus Bsrney's Pumps 1956
Iotansson Inc.


Top 4q.neh
seeas $



Fg*******g***


0.30 13 ,


* 140,11,


4.30.56
$4.5 1.

rrr r,


IN H Top 3.nl h s3 11,5 3,71 6.9 *** .0 *V..
3 eIng 5,64 5.4. 59
364 3* 44,000 I(N 3 1 691 4


4S

50




32

14M

42



32

40

42M


87



205


Top sonerete
floor
..............

Top 2'lneh
casing







Top 2-inch
coupling

lop 2-inch
reducing
coupling

lop 4-inch
easing


154.48






145,5
13., 11




172.74

172.15


146.98


49.60
46.78


3,61
4,59
.....


7- 6-54


*- 2-15

.......


7.24 3-11-55
7.71 5-19-55

6.99 3-11-55
7.57 5-19-55

38.50 10-31-55
49.06 6-15-56


.*.*.IX


TklI I Cun~(nued
"" T"'" ",. 7.1


5I' 10
6 80 r


V9)100


UL 3l,7l,
1(.16195









Yild repoered
it wit depth
of 610 leet






Abn



WL 6.91,
6-30-56







In 8.63, 6.30-56;
bI5 tiundl dest,
Found, desl,
1939

Cuttlns
collected by
autborl dest
19561

Closed system
drainage well
for air-eondl-
tloning system


W-3773
0



711


-r-~2F~rrFl~l~-~-C~C ~~


_ _. .,_ ilUl .I 1*


t.mmiiiU1~L-, --ii.- _4U -- ^tfi, **** .?! ." PM 1 11""U11 411 1 1 f


324H 4



345 4-
3


t







Table 1. Continued
11) 11l 13 beLI4 161 II l 171 (9) 191 1101 (111 11) 1131 1141 11 1161 _1171 fii ill PONIC I ,II ta 1 as (1 111 1 1 41 its

803-156-13 NE NE118!28 24 Florida Citrus Barney's Pumps 1956 315 6 139 3 .............. ------------- T E 200 X ---- Wai- Air conditionCommission Inc. 710 ing supply
Well
-14 NE NE 18 28 24 --do---- Roy Wilt 1956 600 4- 212 3 Top 4-inch 0.65 37.20 7- 6-56 - ----- Ir --- Wgi3 coupling 805

-15 NE NE 18 28 24 Florida Highway K. Turley and 1956 400 4 111 3 --------------------- ----- ------- T -- Ir ---- -------Patrol H. E. Godwin

-16 SE 1E 18 28 24 Cunningham Barney's Pumps 1956 388 6 158 3 ------------- ---- --------- ------- T E 125 In --- W-3875 Concrete floor
Laundry Inc. is 152.26 mal

803-157-1 SW SW 6 28 24 City of Florida Water 1953 865 18 203 3 Access hole in 1.0 213.18 116.68 7- 9-56 C 8 2,750 M ---- Wgi- WL pumping,
Lakeland Well and Supply pump base 108.72 11-19-59 543 7-9-56
Co.
-2 1E SW 12 28 23 W. 0. Bunch Howard 2. Godwin 1955 357M 4- 95 2,3 Top 4-inch Flush 212.5 105.5 11-20-59 T E ---- D, --- ----3 casing Ir
-3 NE NW 18 28 24 B. Gunter B. Gunter 1950 40 1% 31 1, Top lh-inch .30 178.92 5.50 3- 2-55 C L ------ In -- ..4? coupling 5.95 5-19-55
-4 E NW 18 28 24 ------------ --------- ---- 13M 14 .-- 1 Top pitcher 2.0 --- 11.89 3- 3-55 P --- --- ---- ----- Dest, 3-31-55
pump valve seat
803-158-1 SW SW 12 28 23 City Products Ohio Well 1921 753 15- 300? 3 Access hole in .25 217.85 120.35 7- 2-56 T E ---- In --- W-24 Po-9; WL pumpCorp. Drilling Co. 12 pump base 112.75 7- 2-.56 ing, 7-2-56;
10 11-19-59, WL
122.81, 11-19-59
-2 SW SW 12 28 23 do---- ----do---- 1924 360 8 --- 2?, ------------ -- 218.7 ------- ----T --n 78- PO-10
3
-3 SW NW 12 28 23 City of Gardenhire Bros.1956 790 20 273 3 rop lh-inch .10231.4 137.13 11-19-59 T E -- M --- ------- WL pumping
Lakeland access pipe

803-159-1 1E B 10 28 23 F. E. Grass F. E. Gress 1948 20 3 20 1 --------------- -- -- --------- C L 200 Ir --- ----2 1E 1E 10 28 23 ---do- Smith 1950 107 4- po? 2?, ----------- ------ ---- ---- ------ E--J -- Ir --. -3 3?
-3 ME SE 10 28 23 -----do ----.A. Z. Williford 1947 22 lk 22 1 -------------- ------- ---- ------ J --- D --4 C* W 11 28 23 R. P. Harper ------------- 1953 44 2 22 1 ------------ ---- ----- ----- ------. J E .-- D ---- ------- *Center

-5 SW SW 11 28 23 J. L. Dotson, Howard .' Godwin 1955 183M 4 100 3 Top 4-inch .50 --. 61.60 6-30-53 T --- In --- .---Jr. casing

804-134-1 BE 18 2 28 27 W. 0. Roe and C. D. Cannon 1959 ----- ------- 3 End S-inch 7.8 118.1 27.02 12-10-59 T L --- Ir -- -----Co. and Sons discharge pipe

804-136-1 NE 5E 4 28 27 Haines City Bob Hudson 1942 728 12 --- 3 I-inch access .8 194.0 104.37 11-12-57 T E --- Ir ..-. ------Citrus Grower's hole on pump 104.2 12- 8-59
Assn. discharge
acting
















804 136,;



804,1379.



'3


604,44041


804-141-1


804-143.1


804-147-1


*2


.3


804-149.1

.2


.3



*4







*i


AllxW Vrrenl

Jao Iotlh


t 0 dpe ncOtr

Pgredie rPoint
Iubd(vileOn

DOlOorgio Frult
fruit Corp.

Minute Maid
Corp,

Josephine
Iub(lon

City of
Auburndale

......do......


Odell Cannon


Huldsi Xborl

H. 1. OGlnn

--....do.--...


......do- ...- .. o. Koran


0, p. annnon
n4 Soni

Vhreply and
Hll

lbby-lreeamen


todlir-Toayor
Co,

lobert Hudson




Kenneth Turley


., M, Perry

......do......


Howard .I Godwin


Layton-Turner

K, I. Glenn

......do-.-...


I,**,lls, Iao


~,~LLllllllrr r rUC?11.CLLLC, Irl -CL1--ILL~.I-I-.'fLt-~iC~f;iiit-ii~i


1)41 o.., ,,. .., l


.* -- >. -. i 1 -I. *n


'Tbli ) Cun(plred


Aspeol hole In
pump bass














..sen... I.
Assegi hole in
puop iti*r









Top I12=noh

Top 4-inch
crsini










Top 2k-Lnch
coupling






Acoass hole in
Ianitary ral


|i ti


fil-i 1 1 I." 1 M ) 1 '|1"1


.1. .i t1I


"I ""


164,0


133e


140,73


140.73














153.23







153.0


J1


foy .I .**erl, 1
10.50 13 9. l 1







2I,07 I10 3517 7
1,5$7 tl. 39IS

41,05 10- 3.57 71
43.40 11.30.5O
..".. ........ J





16,65 10-14.54 I
2I,00 6-35.56

50.25 6- 1355 T
43.56 6-43-.3

..... .... 1








6.84 5.23-55 0
7,95 8-.1-5


WP3335













stt-
4VII
0.4412





84





*******


*******


pto14


Abn, Po-lI






luppllte seven
homes

Two identical
Vwlli, 1 feet
parts connect
ed to one pump

Two idineical
walls, 6 te t
*pirt, connecl-
ed to one pumPI
water level In
southerImost
well only VL
13.08, 8-25-56

Deepened to 150
etsci 100-oot
oiling in:April
19561 vell now
open to Florldan
aquifer


.....Ir I .... .......


12- 7-54
12-21-54






Table 1. Continued
(1) (s)1311.4 51 5 ) I Ms 1op 1i1) i iei' -ill 141 (isi (is) 1 is is t l lo l s (Rol M-
804-149-6 N 3E 5 28 25 Lee Boswell C. D, Cannon 1945 '6001 10 --- 3 cceses hole in 0.72 145.59 24.80 12-17-54 T .-. i ....-and Sone pump base 27.50 2-2-55
-7 No 88 5 28 25 ---- do----- ------do- 1945 600? 10 ---. 3.----------- ---- ------- -----T...r... T E .--- I --

-8 N8 NW 4 28 23 Lee J., Pearson 0. A. Daneby 1959 -- 10 --- 3 Access hole in .6 162.5 38.29 6-25-56 T L .. IT ... .......
pump base 33.67 11-23-59
-9 SW 3E 5 28 25 Hulde Eberle .................. 43M 1k -.-- 1 Top pitcher 1.60142.67 11.09 5-23-55 P X .... ......
pump valve, 13.46 6-25-56
seat
804-150-1 No SW 5 28 25 W. M. Groom Van Duyne, Inc. 1952 82 2 58 2 Top 2-inch flush 127,79 6.31 5-23-55 C D ...-..
casing 7.60 6-25-56
804-151-1 NW NW 7 28 25 J. R. Dix J. R. Dix 1940 80 1k 40 2 ................... -- --- -..... -...... C D,
r Ir
-2 NW NW 7 28 25 --do- ..........do 1942 25M 1k -- 1 Top 1k-inch 2.35 125.75 11.97 12- 3-54 N --- D .... ....... Abn
couplin. 13.66 12-21-54
-3 SW E 6 28 25 L. D. Fussell Herman Fussell 1949 4,% 2 34 2 Top 1k-inch 1.20 126.43 6.74 5-23-55 C D .... ......
tee f.25 6-25-56
-4 N NW 7 28 25 Richard Gray. -------------- ------ -.. . 0 L --I --. -..t -5 NE W 7 28 25 do---- Felix.Fussell 1939 30 lk 25 1 --..--------------------- ,--- C L ----------6 NW NE 6 28 25 J. M. Guy Perry Bros. 1924 373M 6 40 2,3 Top 6-inch .90 129.04 15.90 3-16-55 N -r ,0
coupling 15.44 4- 7-55
-7 NW N 6 28 25 ----do------------d --- 1921 107M 3 100 2 Top 3-inch .50128.95 10.30 3-15-55 N ---I-- ----coupling 9.82 4- 7-55
-8 E SW 6 28 25 W. W. Wilson --- ---------- 1918 32 1k --- 1 ------------------124.66 ---- -------CE 0- D --- --9 NW NE 6 28 25 U.S. Geological Stewart and 1955 10M 1k 10 1 Top 1k-inch 2.20 133.8 4.85 8-12P55 N --- 0 78 fleet, 6-3-57
Survey Mills casing 5.09 8-16-55
804-152-1 SE SW 1 28 24 -- do---- ---- do- 1955 11M 1k 11 1 .---do- 1.50 118.0 6.15 8-31-55 N .-.- 0 --- -. -.
5.25 9-23-55
-2 BE SW 1 28 24 ---- do---- Howard E. Godwir 1955 59M 3 45 2 Top 3-inch 2.50 118.0 14.29 12-20-55 N 29M 0 74.5 W-3767 Cuttings
casing 14.43 1-28-56 0 collected by
author
804-153-1 58 SW 2 28 24 ---do---- Stewart and 1955 11M 1k 11 1. Top 1k-inch 1.30 109.72 9.46 8-15-55 N -. ---.----Mills casing 7.63 8-16-55
-2 8E BE 3 28 24 8. A. Price ----------------- 45M 1k ---- 47 --do- .3 128.70 7.65 5-24-54 C 8 --.-- D, --- ------ Abn 1955;
7.80 5-28-54 Ir plugged 1959
-3 88 BE 3 28 24 Guy Combee ------------ -------- 1 --- 1--------- --- ----- ----- ----- -.- 0.. D ---
-4 81 SW 2 28 24 U.S. Geological Howard E. Godwin 1955 59M 3 39 2 Top 3-inch 2.55 109.77 10.11 12-21-55 N 24 0 74.5 W-3770 Cuttings
Survey casing 10.43 1-28-54 0 collected
by author













7 I41. C...o;lced
Ji 4WU J1ilI l j 1,111.)fl r1__ _1 I .- 1 -11i lol 10111.0-A fl
604.M.1 00 55 338 34 1 1 Ve& l -.--.Y9 -YY ,N2O l6 -t-' I tW; I Iilia.IN- pry 1.36.04 N 9 ".'r I -', e.. Aboli 00nper
4 ,1 3 3& 34 .,"ede'.. 4, aliensns 191 40 8 40 ? "",'""" JI " " to 99.' t.
of li 3 08 4 8. Pooe e """-" 1956 IN 84 30 1 top 9l1e4h see 1,0 1,43 9.34 5.3. N P -0.9 I
7.34 4q 194

.o IV IN 11 81 34 L14tioen Wde .r Iffy*'" 37W I2 "t 4? Top pitcher 3.00 ."o 30,10 13.3.54 p 9 ""' 0 ..f "...'. Ab"
pump valve
lees

.9 SW 61 3 31 4 3. Sadealssans t *' -" '* I5 14 13 1 "de""" 20 "" Dry 3- 441 1? ""
.10 IV Is 3262 34 d."- "'" ... 24. 1 I Top 349iNeh 1,6C .".. Dry 3P 4.2 I3 E v- ;r -- wo-o
6 Moists M.N
In$

-11 SW It 3 2 24 ..---..-..... 9H 14 .-" I 'op k-Inah 2.0 -P- Dry 3- 4-5 0 -." 9 .- .
cslog

004-154-1 SW NW 3 28 24 Gapway saptiss Felix Fussell 1950 294 14 24H I? Top it-inch .6C 148.22 9.60 3- 4-55 N ... D, -. Abn October
Church eaing 10.62 4- 6-55 Its 1954; plugged
p3 In 19561 WL
10.03, 5-17-55

-2 IW NW 3 20 24 Gordon eowell ----..---.. 1949 $IN 14 -... 1 Lip of 1-inch 1,17 138.73 4,02 5-26-54 0 -... Ir 74 -..
ll 2.00 6- 7-54

-3 OW NW 3 26 24 ....-do- ----. -----'-. 1949 112 14 30R 1, Top 1-inch Flush 136.96 3,60 1-26-54 X -..-- If ..-- .--.-4? easing 1.79 6- 7-54

-4 N Ng 9 28 24 W. W. Deeson Rowand 1. Goduin 1953 126 4 78 3 Top 4-.nch .30 133,89 17.82 G- 1-54 J 9 -. 0 0, 71.5...
casing 23.39 6-18-54 Ir

-5 111 W 3 28 24 i 1d Miller ...... 1953 83 2 68 2 .................. ..... ..... ....... .... ......

-6 N 2E 9 28 24 M.Wt. X. P. selph 1914 65? 14 ... 2? .................. ..... ..... ....... .... ......
-7 MR 31 9 28 24 J. D. Lewis Van Duyns, Inc. 1952 60? 2 --.- 2 .............. .... -- ............ 0 .... ......
-8 N3 N9 9 28 24 J. A. Wiley lay Wilt 1954 91 3 41 2 ----.-.--.... .... --.. -- ... J D ..- .--..
-9 SW 89 3 28 24 T. 0. Smith .............. 1936 12M 1 -.-- I Top pitcher. 1.40134.36 8.08 10- 3-54 P .. D .. ......
pump Vvo 9.01 10-27-54
seat

-10 SW 89 3 28 24 .----.do-...... ----.--.- 1949 50 2 30 2? .............. .... ..... .......- 0 0 ,. .... ......

-11 WK SW 3 28 24 W. A. Wilson Howard 1. Godwin 1953 168 3 68 2 .................. .. .. ..... ....... .... .......
37

-12 St OW 3 28 24 ..-.do--- F. W. Vussel 1952 60 14 32 2 .................. ..... ..... ....... ... .......
-13 8 39 4 28 24 8. 0. Combs .................. 21M 14 124 1 op of pitcher 4.0 149.24 8.55 3-15-55 P .--- D -- -.. WL 11.95,
ump valve 8.53 5-19-35 6-26-56
0551







Table 1. Continued
MIII | 1i 11i 1) Is)l_ t | I.1 1| no1__ ila i | 111 11 1 (141 I 6) 1 1161 1 11ta) I fil "'iip fiil li) I |as I e | ) r3st)


804-154-14 ISEISE 4


Howard E. Godwin 1949' 120 4


-15 INEINE


S. G. Combee



John D. Lewis


U.S. Geological
Survey

------do------



Coronet
Phosphate Co.




W. P. Carey


L. W. Higgs

Frank Lyons

Albert Kilmon


See remarks


...... do ..... ----. -- 1952

P. E. Snyder Frank May 1944


A. H, Marquardt 1950


------do------d
...... do ..----
owa------rd God

toward E. Godwin


-2


804-157-1

804-158-1

-2


-3




-4

804-159-1


-2



-3

-4

804-200-1


-2


56 2, .... ..... ...... I.-.
3 I I I


31M 1


....-- -- 1121 ---- 3


160 3

212 3


177 3


Stewart and
Mills

Howard E.Godwin


0.65136.73


4.10 148.30


2.40148.15



L.1 -----


3.0 154.98


11M 3



77 43
77M 4


-17 SW



804-155-1 SW


804-156-1 INW


op 1t-inch
coupling

Top 3-inch
ns nsg

Top 4-inch
casing


Top l~-inch
rubber hose

Top pitcher
pump valve seat

Top 2-inch
casing





Access hole in
sanitary seal








Gage hole on
pump discharge

Access hole in
pump base






'op 3-inch
casing

Top 4-inch
casing


E .... D,
X


D


0 78.5


12.96
13.41

8.01
6.35

12.48
9.40


6.21
5.73

4.94
6.20

6.23
4.27





70.66
71.77
-.--..


5-18-55
6-28-56

8-19-55
8-31-55

12- 8-55
12-15-55


6-. 1-54
6-18-54

3- 1-55
5-19-55

3- 3-55
3- 4-55





9-18-57
11- 4-59


W-3764
G


S-.....W4267

---- W-4267


.... ..... ..... ....... J ---- D ----

.60 226.5 124.89 7- 5-56 TL .--- Ir ----
117.04 11-19-59

1.3 183.6 79.80 11- 5-59 T 3,200 n --



----..... ----- ..--..... T --- In ---

.... ---- ----- -----.. T E --- In --

1.50 156,5 55.0 2-16-56 J ----- D 75,7


.4 153.6 42.81 11-20-59 T Ir, --
X


Supplies three
homes and
dairy







Cuttings
collected by
author




Abn; WL dry
hole, 6-30-56

WL 5.18,
3-19-55








United Brother-
hood of
Carpenters and
Joiners of
America
Do


...... Air line 127
feet






W-3838


Eidsen




A. Williford

Roy Wilt


M. R. Vaughn


166.09






184.52


.............. 11914


D





----- Ir
---------------------------------------------------------Zr


27M I ----


201 2


65
65


E. E. Sherouse 11958


NE 2 28

SW 2 28


360 4

788 12


690 16


B. T. Smith
Concentrates,
Inc.

---*.do------
--... do..-----


II. E. De Groat


P. A. Smith


----- Ir


......













Tolbl I. continued
AIL i Iit R .. 5 JHL Tiff ~ .'I IT- Ti- -W 11 -'r 1r Ti. Rol
004-101,1 W W 4 3;'13 W. 5, Seusnat toy Wit; 19s 39 3 391 1 3r IV .-. .-,
04.303.1 NJ NW 5 38 13 J, I, Sorpeesn A. N. Marquardt 1946 I65 3 901 3 -. -,, X
93 IV NS 6 1333 Y. olrook Quo, Moco 1947 115 4 69 3 ... .,. 9v., S ,,T ,
1093
03 OW NX 6 11 33 .fd@.-' A. N. Naqruar l9 l 5 1 33 3. .. .*. X ,, ,,,,
105.13531 IV NJ 34 37 17 0. Kos and Norrill and 1956 554 13' 13 3 Ind Invoch 3,9 134,7 34,69 13.10,19 1 L ,I, If oo,.,.
O, Iona 10 discharge pipe
10s.136-1 Is 18 36 317 Warren PRos, Disk Punham 1956 490 10 100 3 1,000 i ,

-3 MW 00:34 17 37? L, N, NETeor C, A. and Oeo. 1937 1,050 1,050 3 -. ....... N -.0.r Abno csppedl
Denob3 6 and burriedi
driller roo
ports only osad
encountered to
1.050 ft
.3 W ME 33 27 27 A. 3. oremon .-.---... 1957 .... 10 .. 3 Ind $-inch 2,7 195.0 81.05 12- 8-59 T I I ...- Ir .....
discharse pipe

-4 33 Ne 33 27 27 A. T. Callahan 0. 0. Caron 1957 657 10- 176? 3 ..--.-do-.- 2.0 201.8 97,8 12. 5-39 L .... IT .... .......
and son 8

-5 Is I 3 37 27 L. Cameron ......do. 1957 666 12 253 3 ...-.do 3.0 97.93 12- 8-59 T ..... Ir .... .......
-6 MW NW34 27 27 L. H. MaTear Dick Dunham 1960 28 4 152 2,3 ................. 190o. -....... T Z ..... a -.. Wei1053
805-137-1 OW XV 33 27 27 0. 3. Bryan Whatley and 1957 335 3 166 3 .................. ..... ..... ......... J .--- zr --. .-.
Hall
-2 IV B3 32 27 27 City of Barney's Pumps 1957 575 8- 444 3 -- ................ .. ..... ....... T E 900 M .... W-4313 Conente floor
Kaines City Inc. 6 184.10 ot
$05-143-1 NI BE 32 27 26 Prank P. A. H. Marquardt 1938 559 8 123 3 Access hole in .50 179.86 53.59 9-27-57 T 9 400 IV -.. W-457
Coodman pump base 52.89 11- 3-59
-2 NI NE 32 27 26 Kudar citrus H may 1939 650 1- 601 3 ................. 156.37 ..... ....... N . I 392 'rsing well
Pulp Co. 6and
destroyed prior
to 9-27-57
3 IV NI 32 27 26 City of A. H. Marquardt 1933 50.1 12 120 3 ..............-...- 179.40 .. ....... T .... W.342
Lake Alfred
-4 OW NW 31 27 26 -..--d C . A. Dansby 1945 555 12 282 3 ................. 170.81 43 5- -45 T E-- .w951 Contaminated,
condemned, abn
prior 10/1/57
805-144-1 SWI NW 32 27 26 -- -do- hat iy 1924 1S7 10 74 3 Access hole in 1.0 151.0 21.93 9-27-57 T E 500 N 77 Ws.- Pa-16
pump beat 21.29 11- 3-10 426






Table 1. Continued
111 I 13) 4 5 6lI 1 171 1111S If ticl till III lS 1131 ll5 liS till 1 111.11 in tell lilt ii21 set (IS)
805-145-1 SW NW 31 27 26 Adams Grove Inc.C. A. Dansby 1948 -458 8 ---- 3 Access hole in 0.75 154.2 24.40 7- 6-58 T E D --....
pump base 22.73 11- 3-59 Ir

d05-146-1 NE SE 35 27 25 Y. Popovich Goo. Moran 1955 450 6 100 3 -------------- ---- ----- ----- ------- T L .-- Ir ..- -------2 NW 0E 35 27 25 -----do------ ------do- 1950 130H 4 90 3 Top of 4-inch Fluih .-- 19.44 10- 4-55 N ------ Ir ---- 0 Abn
all

-3 SW BE 35 27 25 J. Solander C. A. Daneby ---- 500 8 ---- 3 -------------- ---- ----- ----- -------- T E --- r ---- -------4 NE SE 35 27 25 Adams Groves, ----.do------ 1941 555 12 83 3 Access hole in Flush 158.9 39.16 6-27-56 T L 900 Ir ---- ----Inc. pump base 34.89 11-30-59

805-147-1 NE SE 34 27 25 City of. ------do-- 1952 539 12 206 3 Top 3/4-inch 1.10 158.5 211.73 10-14-54 T E ----. ---- W-2647 WL 29.18,
Aubumndale nipple in 33.93 6-25-56 11-23-59access hole

-2 NE SW 35 27 253 J. S. Bolend.: --do------ ---- 500? 8 ---- 3 -------------- ---- ----- -----.-------- TIE.-I. .

3 NE NW 35 27 25 Adams Packing -----do------ 1949 502 12 160 3 ------------- ---- 155 ----- ------- T L 2,500. Zr ..-.-Co.

805-148-1 NE SW 3 27 25 Lee J. Pearson Turner 1950 128? 2 ---- 3? -------------- ---- ----- ----- -------JE ..- D .-

-2 NE NE 4 25 25 Marden Manufac- C. A. Dansby 1946 289 6 90 3 -------------- ---- ----- ----- ------- T E --- In ---- -----turing Co.

805-149-1 SE SE 32 27 25 Chas. Stewart Goo. Moran 19451 107 2 --.- 2, -------------- ---- ----- ----- ------- P z -- D, ------3? x

-2 SE SW 28 27 25 1. C. Fulton Sarnny's Pumps 1957 585 10 97 3 End k-inch 1.00 159.15 32.73 9-26-57 T L 2,300 Ir --. W-4188
Inc. water line in 32.34 11- 4-59
pump base

-3 NE RE 32 27 25 Adams Groves, C. D. Cannon 1957 586 12- 136 3 Acess hole in 1.50 163.7 38.05 7- 8-58 T ----- Ir ---- ------Inc. and Sons 10 pump base -36.64 11- 4-59

-4 NE SW 32 27 25 J. Everett Geo, Moran 1943 92 2 70 2 -------------- ------- ----- --------. J E 0..-- D --.- --.
Allen

105-150-1 NW NE 31 27 25 U.S. Geological Stewart and 1955 5M 1k 5 1 Top Ik-inch 2.30 124.3 2.52 8-12-55 N 2 0 ---. .-----Survey Mills casing 2.11 8-16-55

805-151-1 NW NW 31 27 25 Polk County -------------- 1923 752 --- ---- 3 -------------- ---- 125.82 ----- ..-- ... ---- X ---- W-40 Oil test well;
Oil Co. abo; dect

805-153-1 NW N8 34 27 24 U.S. Geological Stewart and 1955 19 1k 16 1 Top 1k-inch 3.2C 133.3 13.94 8-17-55 N .-.-- 0 .... .-.-Survey Mille casing 15.40 9- 1-55

-2 NE NE 34 27 24 -- ---. -- Howard E.Gadwin 1956 72M 3 45 2, Top 3-inch 2.85 1;1.46 14.76 2-13-56 N 0 73.7 0-3841 Cuttings
3 casing 14.28 2-29-56 5 collected by
author

-3 SW Co26 27 24 Cornet Roy Wilt 1956 125 6- 91? ------------------------------------ --180 I-
Phosphate Co. 4
.. . . .. .












_______ CZiIiTu IM _V 10, f 10

503-113.4 IV Cal 35 ; 4 Cornet H440sr Well Co. 1056 1,194 30 105 3 Top hi kqsnah 3.7 113-.14 3.09 .3154 7 5 1,000 We4010 AIr line 7
phoop9h0 Co 09r 350 14,61 5-30.5A foes

105.54-1 N I 35 33 14 *- -- 7 36 .. I Top 11n6h .65 t3.41 4,97 6q 3.54 u V.. 11 ?. v v-w-.. Ab.
oe 4,09 -15-54

-3 ME a 33 37 34 smer Mo4r.snur ..... t946 97 3 60 3 Top redud"Ig .60 437,39 5.0 13314.S4 0 "Vow 0
suaspINg 7,94 $.39.55

.3 AN 08 33 37 34 1o...... ....m--m.. 3946 33M 3 T... 3, op pluehoy 3,90 137.51 6,03 33.444 P mf-19. a. -. WL 9,73,
3? pump volve 5.0 5 9 6.38954

-4 3W 9W 34 37 34 I. V. OrLmas H4d.so1Lng 1950 30 3. --- -... -.. p --. p --.- --.....
-5 8W OW 34 27 34 --..-. -.. 19. I 14 14 3 Top L5.jnlh .50 -.. 4,43 523-54 0 L *Ir -.... ...... WL 6,30,
$&Bin 4.96 4.30.55 6.28.56

-6 'AV SI 34 37 24 Rood Coasna "lner's son 1948 35M 15 35M It Top pigthor 1.70 13.14 4.84 3-13-355 F . ..... WI 1.50,
pump valvo 5.54 5-19-55 6-24-54
seat

-7 NW NW 34 27 24 0. N, AInas 0, P. bAine 195 24 3 12 3' ..........-- .--. ... L -- Ir .--. ...--8 a NW 34 27 34 Confidenstl Joy Mf.s and 1959 1,469H 4 50 3 Top 4-Lneh .5 130. 15.75 -17-59 N x -- ,0
Willing Co. soupling

803-155-1 31 32 27 24 0,. Geologtcal Staver and 1955 5N 3 11 1 Top 3-Ineh 4.55 134,88 3.05 5-L5-55 N ... 0 .-. --..Survey MLII0 Basin$ 3.11 5-16.55
-2 11 39 32 27 24 ....do .---.. aid E. Godwin 1955 3113 6 82 3 Top 4-Inch 3.65 134.34 23.36 2-27-356 N 17H 0 74 W-3766 Cutting*s
@aging 20.10 3- 1-56 3,0 cot1cted
by author
-3 83 5 32 37 24 ..--d ...... ......do-..-- 1955 72M 4 62 2 ..----do-----2.20 135.02 16.07 12-27-55 m ----- 0 74.5 w.3765 Do
17.0., 1-13-54 g,0

805-156-1 RE P3 31 27 24 .. Stewart and 1953 UN3 It 11 1 Top 15-Inch .85 136.1 8.20 3-10-55 N 0 .--. -...M113t 0c49g 6.08 8-15-55
2 3 NZ 31 27 24 0.$. 04ooscal Howard A.Godwin 1955 82M 3 40 2 Top 3-Inch 2.85 136.05 16.13 12-27-55 H ----- 0 73 V-3769 Cuttings
S'lrvey edging 16.17 1- 3-56 0 collected
by author

805-157-1 SW IV 30 27 24 0. C. Rhoada, Cinc9 Argue 1954 3 2 42 3 Top 2-Anch -.A0 -.,- 34.91 6- 2.54 j i ..... 1 .... .......
Jr. edging 33.56 1.-6-54
-2 Si SW 30 27 24 Curran Smith .............. 1938 30 3t ---- I ......... -- ........ .... J ---II.

-3 Ps SW 30 27 24 Coo. T. Case Williae 1950 178 4 45 2?, Top 1-inch 1.0 149.22 32.18 6- 2-54 J 3 I .... .......
3 anlle-tra" on 30.53 6-18-54
top of sing
-4 E SW 30 27 24 ......do ...... .............. 1941 30 35 ---- 1 Topa h-Inch .67 148.99 9.03 G- 2-54 C p a --- ------as;irg i 6.55 6-18-54








Table 1.-Continued
. .. .


-16 Iw 18 I 25


-17 1 IW 31


865-138-1 S IS 33


-2


605-159-1



-2


............. 193.


I-- ......... I


805-157-5


*6

-7

*8


-9

-10


-11


-12



*-13


-14


-15


30 tk

154 4

266 6

as 2


Goo. T. Came








..... do- ......
F. BebilIa






-a Fasano





* C. Ro. Rll



SY. LT.idon


Fred Chisel-
treak

lea remarks





..-- do ....



SA. BaI t L ll


Lea remarks




......do ......


Polk County
Board of Public
Instruction

......do..--


Cecil Argue

Cardanhire Broe


Denard

Reward Godwln









Cecil Argue


aOo, Koran


H. 1. Voughn





...... do ....-



HMaan Bloan


M. B. Vaughn








Barney's famps
Inc. (Sloan)


Bouehern Pipe
and Supply


400 6 I .


261 203


Top Ik-lnch
















ap pitcher
pamp volv
seat

top 2-inoh
no, tht-


















idear house
floor





toesi hier in
side of pump
boro


159,.73



157.09


lush 164,5





1.7 220,09


hir line sgae 11.0


Dry

**...

--..,


7.00
6.98


9.97
11.13









52.74
49.40





113.16
108.49


205.66 98.50
100,0

---m *-- m


6-'2-54

"* *
, o....-
--*


Wgt-
4668


.... ..... ..... ....... l : .... .... .......
.... .... ..... .......jI| ... ..l....


......................[ljIg[l ._..(;...!o.....i..


5-19-S5
6-30-56


3- 3-55
5-19-55
S*--wB
JmmO-JJ


6O30-.5
12-23-53





7- 5-36
11.- 519


--.......- J


6-30-35 1
7- 5-36

......- J


WV44i


B 16 D --l W-t
1054

S....- r .-. W4599





E D *------


9 125 PS -- -3311



S..... p .... .......


Abn.


Do


United Brother-
hood of
Carpenters and
Joinerl of
America

Abn, eondamed
between 7/54
and 6/53




United Brother-
hood of
Carpenteor and
Joiners of
Amerioe

Supplies 14
houses

Air Iine
1286 fee


Ahn


4301 8i


1956 145 4 134 3


1939 708 12 -- 3


.-.-...... ~--~,


f l .I. 1-1 "1 I I





fit


no un sus use s


I I


n ees imi ass e


in)
















Hoslrd 3, Ooiwr~nj Jldr


Teble 1 ContiAnud


480*.1593 IN NW


.4 1W ISW




-6 'N NW

806-133-1 NW NW

-2 Sl SW

-3 8'tW




806-133-1 'i iow



806-137-1 NE N1


-2 SW WN


-3 NI SW


Whatlny and AU 119381


Stockton Mlasry

lmer FIrst

Nina Ilokes


V, 0, raslore

fam Carver





Kenneth
Lelbrlng



Atlantic Coast
Line aR

City of
Lainae City

Citrus Inc.



......do.+..*..
.***do-**---
.....do-......


City of
Halnes City

......do.--.--

......do ......


......do------


7 21 W. V, W4en


27 23 F,. unth


3 Top 4-inch
c, tn5,

3 Top pump
column inilde
of discharle


3 ........ .... .

3 Tap 3-inch
dross



3 Ind lk-inch
nipple


144 4


975 10



170

140 4

188 3


368 2

245 2




200 2


1-inch access
hole in pump
.....-do.....-




Access hole in
pump base


............**.


1.0 117,9


Geo, Damby




toward E. Godwin

Cecil Whatlly


Whatley an4 Hral

John Carr


13.75 42*3656 17 ****r
i56,04 .* 1156

113,74 11 5*59 T I ***






USA 8.285'6 C I ****1


C I
..... ....... C ( ....


5.81 9-29.58 C 1 *.**
A
6.70 12. B-59
A

.35 9-29-58 N *..
A
2.52 12- 9-59
A
..... ....... C S .....


76.55 11-14-57 T1 1,500
60.81 12. 9-59

37.42 11-14-57 T 3 1,000
26.22 11- 3-59



21.29 12- 9-59 T 8 2,500

..... ....... N 140


... ....... T 2,100







..... ....... N 1,763


70,0




70.5




77.1




143


178.16


145.3




143


133.22










177.60


Ir I g**


140 13 top 2-inch
S IcoupI in


A, H. Marquardt


...-..do.---..



.....*do ......




.*****do.***a*


Perry Bros.

......do.--.--


lieven
southern Co,.


*.... *- 1 VL 49, 30
0'5-5


Ders 1947;
Fo-8

WL pumping
12-9-59

rmps sand at
higher yieldel
W9 24.23,
12-9-59




Abn, capped and
buried, 1956

concrete floor.
162.55 l-1

Abn, dest, 1950
Fo-6

PO-7; emergency
use only

Abn and capped,
1954


1051












1056


1-3207


W-3799




9-3802


Wgi.
109

W-269$


1gL-427
and 601

Wgl-
602

1-402


S1.... I .......












-....--------...... 132,65 --- ----. .--. In


Table L. Continued


806-138-1 SW

-2 NW


806-139-1 SW NW



806-140-1 -- E

806-141-1 I NW










806-146-1 W N3


806-147-1 BE SW

806-168-1 IS SW


806-149-1 NW W

-2 NW NW

-3 NW SW


-4 H1 W

-5 NE W


-6 8E SW.


806-152-1 8S 8E


-2 8E 3S

806-154-1 SS SB


luni Cierus
Prod. Co.

lity of
Sines City

les Anderson



miller

kns Packing
:o,


Jniversity of
Florida

......do.--..

Ginute Ltid
Iorp.

van fleet
Properties Inc.

1, S. Boleader

7, Everett
kllen

R. C. Bailey

----...... do--- ......

3, Everett
Allen

P, R. Cleveland

U.S. Geological
Survey

..--.... do------


Coronet
Phosphate Co.


May Bros.


Barney's Pumps
Inc.

C. D. Cannon
and Soan


Libby-FraemanO

C. S. cannon
and Son


Gardenhire Bros.


R. 8. Hudson

May Sros.


Dick Dunhab


C. A. Dnslby

Coo. )oran


Kenneth Turley



Gee. Moran


Mc Iver

Stewart and
Kill$

Howard' Godvin


Layne-Atlantic
Co.

Howard E. Godwin
o..... O.. .


Ik-Inch tee on
engine coolant
line



Ib-inch tee on
discharge
casting






k-inch gsge
hale on pump
intake
Top 8-inch
casing














Top It-inch


Top 3-inch
caning


Ac........ ho...le i
ppa bere
Top 2-inch




easing
casing


450

---*


25 D 0-

--------------------------------------------------I--


132

151.0.



133.3

148.9



139


L34.12

136.2


140,0















162.90


162,90







136.78


83 2

122 3


26 27

26 27


29.80
28.95




21.23
21,33






6.85


12.00















12.80
12.98

19.98
19.53

86.05




15.28
13.90


L1-12-57
12- 9-59




9-16-58
9-19-58






11-15-59


11- 3-59















8-19-55
8-31-55

12-19-55
1-27-56

6-28-56




5-26-54
6- 7-54


500


1,500


4,000


L,845 -... --


.- 105 5

--- 1304 2


Ill IIl I' I ,, --,-- a 2 --, ... ... .. ... ... -.i 4 -- -- -4 --- --- -- .+


I


27 24 --do......

2724 -...... do--


-
: n Is*I test


i


W-454


W-3876
E





W-1753

W8i-
1057


W-1731


W-407




Wat-
1056

















W-3768






G


no 071 not pe a


Drainsag wall;
dot hbaout 1940

Concrete floor.
L31.78 m1el







WL 20.74,
11-30-59


Confrel floor
139,33 mal

























Cuctinga collecc-
ed by author

WL pumpni;
air line 70 feet



Abn


' "' un as ne)













104ie 1. oIn;inued
*, ........ li. ii 14 i0I PPIr iIlr- -l (ji i-i ii i ir- l-806-t54-3 11 21 27 14 Corboel .....-. I. 35 14 29 4 lop lk-inch 0,5 135.17 7.74 1,;6-54 N ...-0 -.- Abe
Phooph1e9 Co, Gaging 5.06 6- 754
806-135-1 0 W 29 27 24 John Hemilton Von buyne, Ind, 1945 130 4 40 3 lop 2-inch 1.20 t-. 19.06 6. 2-54 F I ... PS
rooss
2 NI 3M I9 2734 3h10, J. 5Was., 5, T. lrrall 1953 601 4 407 1 lop 4-inch ,45 -..-. 13.76 6- 2-54 0 A ...- .cr oupling 11.43 dits-54
.3 W NO 29 27 24 Laksland Aesin Roy Will 19541 35 3 80 3 Top 3inch .40 141.11 16.34 7.30-54 0 A 0 .....
I lub coupling 07.27 9- 9-54
-4 INN W 28 27 24 American -............... .... 1 k .. l op ikinch 33 143.51 6.59 5.28-54 N .- X .. .. Abn
Cyanamid Go. casing 4,37 Ov 7-54
-5 98 OW $8 27 24 -Coronet ........-... ... low 3 18 1 Top 2-Inch ,20 143,50 6.68 5-28-54 N ..-.. X -..- --. Do
phosphate Cc, casing 4.25 6- 7-54
-6 3M NI 9 27 24 J. I. Swindell Hoaord 3. Godwin 1954 167 3 84 2, Top 3-inch 1.00 140,15 C5 12-17-54 J 1 --- .... V-3423 Cuttings
3 casing 10.53 1. 3-35 001100ted by
author
-7 SW 11 29 27 24 q.,, Geologic&l Stewart and 1955 20M 14 20 1 Top Ik-inch 2.70 142.9 13.53 8.1o.55 y ....- 0 ..
Survey Hills 0sing 7.69 9- 1-55
Pk 806-15-1 NW 81 30 27 24 -.-.do ...........do-. 1955 10 11 10 1 ...do-... 2A0 136.00 5.60 8.19.55 N -.- 0 .... ---...
4.50 9- 1-55
-2 NW S 30 27 24 .---.d- oward 3. Godwin 1954 103 3 63 3 Top 3-inch 2.90 136.00 20.80 1- 2-56 N -.-.. 0 73.7 W-3771 Cutting@
casing 19.39 1-28-56 3,0 collected by
author
806-157-1 SW It 25 27 23 See remarks C. D, Cannon 1954 555 12 74 2. Top 12-inch .60 ..--..44.62 7-23-54 T 3 .. S ... ....... United brother.
and Sons 3 casing 43.68 9-28.54 hood of
Carpenters and
Joiners of
Aserice
806-158-1 HE 11 26 27 23 Cibeonia Tom Ferry 1927 165 6 85 3 rop 6-inch .50 174.0 64.85 7- 5-56 T ... P1 ... ....... Abn, 1956
Community casing

-2 Ng 26 21 23 Residente of J. P. Whatley 1956 300 6 100 3 .................. ..... ..... ....... T PS .... .......
0ibsonia
-3,4 53 W 26 27 23 See remark ...................0 1 601 ... .............. .... ..... ..... ....... C United Brothorhood of
Carpenters and
Joiners of
Amriea; 2 vells
with L pump
-5 E 6236 27 23 . Sollinger y ilt 195:8 200 4 84 .............. .... ..... ..... ....... J 20 PS ---- V-4748
-6 SW SW 24 27 23 Bron' Treiler Ceoil Argue -- 166 37 120 3 .............. .... ..... ..... ....... J .. .......
ark








Table I. Continued
?i l i I r I I .. I I .. I I -


806-158-7


806-159-1


807-135-1


807-137-1

-2


807-142-1


-2

807-151I1


807-154-1

-2


-3



-4



807-155-1

-2

-3


007-156-1

*2


--......do water Well Co. 1936 1,198 126


., R. WilliamI .............


Jack helts a. J, Argue

, 0. Character .............


110 3


Glen Hales Sub-
division

John I.
Hilerman


Ialen X,
Phillips

Jack Berry

Percy Crosar te


Minute Kaid
Corp.

......do ...--

American Agri-
cultural
Chemical

U.S. OGological
Survey
......do- ......



American
Cyanamid Co.


1960 565


194.7 81.49
78.73

131.0 27.37


Saoy Wilt


Top access 0.75
hole in pump
base


..-d*-. .6 .


Top of dis- 1.
charge flange

Top ot gags L.6
hal on 10-
inch @ll


Top 4-inch 2A40
easing


Top l-inch 3.0
casing

Top 3-inch 2,80
asing


Air line gage 1.0


7- 2-58
I.- 5-59


12- 9-59



11-12-57
12- 9-59

10-27-39


500 PS --- W-5367

---r ....------


2 0.43 ---7- 2-
20.40 5-17-56 --- -I
20.43 7- 2-56


8-18-55
9- 1-35

1- 3-56
1-28-56


1-30-56
7- 6-56


I---------

I---------


.---. r 1I -.-I -...


-0- ---- .---


24 0 74.3 3763
O


74.21W-3836
a


292 3 Iop io kc-inch 1.8 134.96 15.821 6-* LS- 6 T I6,500M In .--- -3863
Ia line 14.58 7 6-61 I I I I


oep 3-inch
casing
I"$


Top 4-inoa
casing

lop cases hale
In base

......---do- ..


1.0 142.1



Flush .-**


10.7?


16.35
16.83


20.00


62,66

51.94


1- 4-55 0
2- 2-55
....... C

1024-8 J


7- 5-56 T

2-20-56 T


.... ID I----... --..


I..... D

I .


Cutteeings
collected
by auchor

Air Limne
52' feaet cuttings
collected by
Author

Air line lenth
unknown WL
29,31, pumping
115s -59


Central Florids
Well Drillers

J PWhacley

Whatley and
Hall

May aro.


--......-do--- ......

Barmay's Pumps
Inc.


W 21 27 27
iX 20 27 27


57.98
55.88

4.,57


137.6




136.45


136.20


134.4


Sceavrc and 1955
Mills

Howard Godvin 1956


......do- .. 1956


-- 3


-- 3

42 3


25071101


540

523


490


525 12

115 4


Sm 1i


55M 3


411M 5


P. I. Snyder

0. 0. Oillham


C. A. Dansby

Frank May


1945 68 110


r I I I I .. ___


tse ess re am s


I f


too


s esr en u nar


s eer ess


iia













,1 2t^:.! ::.- L ,..I-..~.-


Tible Contlau4d


007-156-3 S NoI


107-11571 5 II1


107.15*-I U 166


*2 W IW
ai07-1M l IV ll

0 1 (W;NW


107-159-1 N NW


807.201-1 NW MW


Minute Maid
Corp.

Boy McClellan

We, T. Fuseelll


Ilpoolto

Delbert Allan


C. I, Maddox


Folk County
Board of Public
Inslrueston

U, H, Scroud

Leadley Wear

Holly 1Hil Ins,



Minute Maid
Corp,

General Jame A
Van Ilaot

B, .art


...--.do......


E. L. Lundy


D, H. Combee


7,8. Geological
survey


lierican
:yanaldd Co.
......do- ...


enter Well Co. 1957


-2

807-202-1

808-137-1



808-145-1


808-148-1


-2


.3


.4


808-152-1


808-153-1


-2


808-155-1


103 20


325 4

180 I


330 4

200 4


166 3


198 6


C. 0, Cannon
and lon*

0oo, Moren

loy Wilt


Turlay-.odwln

Kenneth Turley


H. 8, Godwin


J, P. Whtloey



Howard Godwin



lay Iroa.



A, H. Marquardt


C. A, Dlnsby


Geo. Moran


., A. Danaby


Toward 3, Godwin


lWlter Neeks


luvard I. Godwin


26 130 3


6 142 3


...... .-.r_ r......


Agic hoiL0L in 1.30 183.0 1 9.4311- 1-19 T
p40p b1ees1 1


14

66

ill
123

130


83


88



60

110

100



120


140


94


120


105

*-.


1.I 153,5


Top I-inch
sel ing



op sInitary
seaiil




Air line gale






op reducing
bushing on
pump discharge

Top gage hole
on pump

Acaes hole in
pump base




age hole on
liicharge
..............


Top 1k-inch
casing

Top 3-inch
easing


top 2-inch
nipple

Cop 6-inch
easing


191.1



133.6


173.0




173.8


139.8




137.36



135.70


137.7


.,. ( I. -. -.V Alp (line I
9e Se,*


.+.++
+l..w









00




.....
*****


34,55 3- 39.i



60.66 11-. 515




52.1 7. 5156
50.1 7-11-56

..... .......



65.62 10-28-59



3.32 10-27-S9


48.80 6-21-56
47.35 7- 2-56




44.39 10- 4-55
47,05 7- 2-56




21.25 6-30-56

15.77 2-14-56
13.72 2-28-356


13.42 1-24-57


13.39 6-22-55
12.30 9- 1-53


Hi '*"





In "**


D .-.-







X ....

Ir--
r --.-



Ir --


0t.--




It **




D -*

Ir --
0----o










Zn --


W-4884






Wg1-


V.2774 Air line to
10 feet
















1060

-- 42.30,
10-27-59



..... Abn,1956


W-3837 Cuttings
E,G collected by
author

W-4156


3.0 Abn 1956


L 750






I ,
I ....


8





S 24



5 5,500


S 250'


ilo, Moran


N1rW 5 7


-**.-i 3


fill F if-e Ill! lat l IIII Intl


o







Table 1. Crmtinued
f12 11) U 411161fIIII (42) II2 II02 7_________%___ 1 -4 -11 1__ 107 til 22'2g -1 -1111) 11 fe
50-155-2 NZ N 17 27 24 American Goo. Koran 1955 14? 1 14 1 Top Ik-inch 2AO 036.0 7.78 6-22-55 N ----- D ------ Abn,1956
Cyanamid Co. casing 4.94 9- 1-55
.3 3t NE I 27 24 .----do Cecil Argue 1955 303 6 128 3 Top 6-inch -6.00 14.90 6- 1-55 N 350 Ir .--- ----- Do
casing

SOS-is6-I E 8E 18 27 24 P. S. Snyder F. A. May 1945 611 12 68 3 Air Line gage 1.50 160.70 41.0 6-24-55 T L --- It ---- W-955 Air line
36.3 9-20-55 70 fLot
-2 N9 2s 16 27 24 D. L. Snyder Dick Dunham 1954 225 4 65 3 Access hole in -1.0 --- 37.11 1- 4-5 T 2 .-- D --.- -....sanitary seat 41.29 6- 2-55

-3 NW SW 17 27 24 Mcenny Roy Wilc 1954 150M 4 68 3 Top 4-inch .85 --- 30.48 1- 4-55 N ----- D --- -----coupling
-4 03 3 7 27 24 J. D. Barnes --- --------------- 23M 2 --- I Top reducing .30 --- 7.16 1- 5-55 P .- X .... .---bushing
-5 1E 3 7 27 24 --. do ------ ---- 339 2 --- 47 Top 2-inh .40 5-- 8.43 1- 5-55 N ----- X --- ----casing;
-6 89 8 7 27 24 R. 3. Brown Howard 3.Godwin 1955 103 3 53 3 ---------- --- --.... ....------- ----- -- D -- -------.
-7 83 SE 7 27 24 J. D. Marnae Carey Miles 1951 40? 2 --- 47 ---------. -.- --.-- ---- ? I ---- D ..- .-----4
808-157-1 PH SW 7 27 24 ----------- Cecil Argue 1958 98 3 84 3 ---------- -- 166.e------------ ..---- --808-158-1 SW IV 12 27 23 H. M. Wingate Van Duyne, Znc 1954 686 8 150 3 Access hole in .80 151.8 39.29 7- 2-58 T 3 -- X .-- ------- WL pumping
pump baso 49.37 10-30-59 l0-30-59
808-159-1 SW jUS 15 27 23 5. L. Collins C. D. Cannon 1948 690 10 --. 3 End of h-inch 5.8 182.0 70.61 7- 2-58 T 3 ---- Ir ----and Sons discharge pipe 67.25 10-30-59

808-200-1 3 PW 16 27 23 N W. Hart R. H. Hudson 1939 605 $- 209? 3 Access hole in rfueh 213.0 94.75 7- 5-6 T I --- I --- -----6 pump base
-2 SW NZ 16 27 23 J. Boyd McLean Geo. Dansby 1946 708 10 186 3 ---------- ---- 220.0 -------- --- - W1062
-3 IN 81 9 27 23 L. M. Johnson R. Neikirk 1932 578 10 138 3 Access hole in 1.65 201.2 54.01 10-30-59 1 r 3 -.----- ------ -I
pump base
-4 NW SW 10 27 23 F. 8. Bunch Geo. Dansby 1949 705 10 94 3 Top pump 1.0 199 91.27 4-26-56 T L 1,400 2 Wgi- WL 92.46,
column, inside 89.99 7- 2-56 1063 10-26-59
discharge
808-201-1 IV SW 9 27 23 Henry J. Lewis Barney's Pumps 1957 600 10 93 3 .-.-do- .9 152.34 36.19 2-22-57 T L .-! Ir -.. W-42 4
Inc. 31.79 10-30-59

809-135-1 NE IN 3 27 27 Ridge Citrus Central Florida 1952 575 16 272? 3 ------------ ---- 125 --- ---- L 800 In ---- W-2869 Concrete floor
Concentrate Well Drillers 124.16 ml
-2 E tOW 11 27 27 Frank H. Rich seo. Moran 1953 184 3 75 3 Top 3-inch Flush 96.0 5.75 11- 2-59 C 3 ---- D, ----.casing A Zr

-3 SW N 10 727 3 H. Strohm J. P Whatley 1936 160? 8 50? 3 -- ---------- -- 155 ---- ----Ti .- Ir -----











Tabil 1. Cultiouud
Ill 'i.0 isI Jit]
809|)i5-4 IW N 1 i

oo09.36-l oW I 3 1


-3 NW W 3 1


*3 HI B8 3 3;


.4 NE OW 3 31



*. Nc sw 3 2


809-142-1 SW SW 3 27


*2 NW NW 10 27


109-145-1 Is NE 12 27


809.147-1 8 NS 3 26

809-14-1 INE WW 10 27


-2 SW M 10 2


809-149-1 SW SE 27


809-150-1 SW N 7 27

-2 NW SE 6 27

809-132-1 NE W 11 7


809-153-1 NE SW 2 26


-3 NE SW 2 27


80914-1- SW II 4 27

-2 NW E 9 27


1 ,27 H. I. loh

7 7 0ICy of
pvenpert

27 -- .... do*--.-.


S37 Ritd I Citrus
Concentrate

27 Holly Hill
Frult Co,


27 Ridge Cltrus
ConcIntrtll

26 R. i, Harmon
and others

26 ,. L, rPrn
worth

25 T. E. Evans


25 J. R. Bartild G

25 general JamI A *
Van Fleet

25 r. F. K. Crumb C


25 'inly-Mason L
3rove$ Inc. C

25 union and Hill *

25 ordon Bros. Co,..

24. J. Oxford,
Jr.

24 ......do-- ....


24 ......do- ..


24 E. Hills. 0

24 8. R. Ward C


J. P. Wha|Isy




Cenorrl Plorldl
Well Drtllers

NHy Broa,


A. H, Marquardl



Layne.Atlantic
:o,

!ardenhtre Bros I


Ihatley and I
(Ill

layi ros, I


Ieo, Daneby

-....do...- I


. D. Cannon 1
nd Sone


o.
myne-Atlantle 1





-..-.....o. .


oy Wilt 1


my Artesian I1
All

Lim Norton 11

eoll J. Argue 11


19 5 314 4

19M6 365 10


1957 800 13





1949 577 13


526


681


160


400


523

522




560




35

35


385


483M


70

80


ji!i 11 14 lii li i;
146 3 -..... T...... ..i.

t0o 3 .....r* -... ...


87 3 Top 12-inch 0,50
casing

""** 3 Access hole in 1,60
pump base

94 3 Top 3.Inch ill 1,67
an breather
pipe
402 3 .............. ....


107 3 End 8-inch 2.5
discharge pipe

105 3 ..................

S 3 lage hole on 2.7
pump dicharge

113 3 ......do...... 1.15

165 3 acces hole In 1.6
pump base

143 3 rop of casing .7


122 3 Accrs hole In 1.2
uap bass


..o.=..........

..............


Top 6-inch
coupling

top 10-inch
couptlin



..............


1.50 136.3

Flush 136.33




**** ***.*


149.9:





130,81











144.6


135.23

164.1


178.8


162.1


40.917 1-11-57 1
37,88 11- 3-59
17.9 11- 3-59
31,15 11-46-57 1
17.98 ll* 2-59

27,47 11-6-57 1
29,11 11. 3259

..... ....... t


26.20 9- 5-8 T
23,96 10-27-59

..... ....... C


13,62 10-27-59 T


5.05 10-27-59 T

40,05 7- 2-56 T
35,41 10-27-59

51.25 6-15-59 T


37.28 1- 5-55 T
39.90 7- 2-56

..... ....... T

..... ....... C




13.44 6-25-55 N
11.07 8-12.55

14.57 6- 1-56 N
15.16 6- 9-S6
..... ....... J


01,,000


* 1,100




* 1,400


V-ll


W.4303





W.3013


L 1,319








S300


- 1,00.




E*---
-IIo=


7..,




Abn


Abn, WL pump.
Lnl, 1132-59





















WL 35.75,
10-27-59


In ...-- ......


Ir *.... ......


D 71,3 .......


Ir ...* .......


Ir -.... -4275

Ir .... .......


Ir .... W-5045


Ir *.. **....





D -----....


Ir 75 ....


Ir 74 W-3865
E,G



S.... ......


--


"i'


4- ... .... fler


ense spli usesI sau 1 no


gi g--








Table I. Continued loll '11 W' oil )o 1141 loll
10I M- ~ lei 1101 1 Jill 101___ Hill__ -14 111 1 fil -1 .7 -1

0-154-3 NW HE 927241. R. Ward Cecil J. Argue 1954 72 2 40 3 Top 2-inch 0 15.45 640-56 H ......1

809-15-1 8 ME 8 27 24 4merican -...-------... .. 62H 1 53M It Top 11c-nch 1.2 ---- 8.81 1- 4-55 7 ---- .-- .--I 3yanamid Co. asing 9.13 2- 2-55

509-157-1 E ME 12 27 23 g. L. Padgett Roy Perry 1933 ISOM 5 70 3 Top 5-inch .69 152.9 35.5 4-24-56 N g 90 r ... .......W 29.29,
o see casing 35.32 7- 5-56 10-30-59

-2 92 9E 12 27 23 lloyd Richards Roy Wilt 1956 465 6 43 3 Pump discharge .8C ..... 35.10 4-24-56 T L 330 Ir.--.-. -flange

509-201-1 09 3E 8 27 23 Paow 3 Foalow 1947 75 lk 74 3 .......... ..... ..... -.. .....C. 0 ....
810-136-1 9E 9E 33 26 27 P. Z. Williams -- -- 19121 186H 10 83 2, Top 10-inch 2.0 113.14 2.35 2-13-45 N ..... ... .... Polk 44
3 casing 2,26 12- 3-46

-2 3E 9E 33 26 27 U.S. Geological Van Duyne, Inc. 1948 67H 6 60 1 Top 6-inch 2.50 156.50 42.96 10- 0-48 N --. 0 -.-- Woi- Polk 47
Survey casing 1064

810-137-I 8B SW 32 27 27 H. 3. Strohm J, P. Whatley 1932 560 6 365 1 Top 6-inch 3.0 138 21.0 3-17-34 -- --- I ---- ---- Dest, Po-4
pipe

-2 BE SW 32 27 27 ..do----- ----do- 1932 380 8 120 3 -------------- 180.5 --- ------- T L .- It -. .----3 NW 9E 5 27 27 Holly-Hill Inc. May Bro. 1959 900 12 -- 3 ccees hole n 1.8 198.9 78.22 10 28-59 T L I---r -- ------- Air line re8

810-141-1 ME NW 2 27 26 Frank Wheaton Whatley and 1956 400 10 78 3 Top pusp Flush 143.0 13.58 10-28-59 T 0 1,200 t ---- -----Hall column, inside
discharge

810-144-1 NW NW 5 27 26 U.S. Geological Whatley Pump 1959 249 6 102 3 Top 6-inch 2.25 137.8 741 8-59 N 0 ---- W-4990
Survey and Well Co. caring 6.76 8-18-59 S,0

810-145-1 9E HE 1 27 25 lack M. Berry I 'rdenhire Bros 1956 537, 10 107 3 -inch 2.0 158.5 29.17 7- 8-58 I .cneo 27.78 10-27-59
connection
810-147-1 SW ME 34 26 25 Barield Oroves C. A. Dansby 1950 525 10 156 3 Top reducing 1.0 150.5 21.67 10-27-59 T E -... I
bushing on
discharge

-2 C* SW 34 26 25 -- ---- Hay Bros. 19431 360 4 --- 3 --------------.-- ----- ----- ------ T E --- ------ *Center

810-148-1 BE 9E 33 26 25 General James A. Dick Dunham 1958 515 10 ---. 3 Top 10-inch 1.5 168.0 41.79 5-14-59 T --- I Wgi
Van ileat coupling 39.45 10-27-59 1065


810-149-1 53 9E 33 26 25 City of H. I. Chase 1925 567 10 200 3 Top %-inch 1.2 139,5 8.96 10-27-59 C 750 M 76 Wgi- 1c-2
Lakeland reducing
coupling an
5-inch all










lbis 1[ r(:*.nl9nusd

o.Lic".! Iw lii
l|4 -} |w["


.3






810*153-1


810-135-1


810-155-1


810.201-1



811-135-1


811-136-1


-2

611-138-1


.2



.3



811-147-1


811-149-1


-2


Finley and
Nasan Graves
lac,
......dao.....

I, A, Julian


1, H. Ihapard


T. J. Oxford,
Jr.

.*****doa.....


......do......


Allen I, Hush



Standard Sand
and Sillsl

P. C. Wllliam


Iayne-Artlnti
Co,



Goo, Horan


Irsnninl


May Arcestan
Weit

......doa.....


......do......


Geo, Danaby



Whalley and
Hjll

J. P. Whacley


141 12-




310 4

I.%. A


243 4


536 8


27 2 .6 2 doa--- A. H. Marquard 1956 347 2

29 227 Holly Hill Inc, may ro. 1930 400 12


---*do ..----.


--.--do--- --



roa I. (vans


Fan Rorn and
Critchlow

1. D. Avery


Central Florida
Well Drillers


Karquardt and
Central Florida
Wall drillers

A. 8. Marquardt


John W, Tarr


Alton MeaIks


19361 600


Acessi hole tl 0.5
pump base I


161,4 31.60
34, 4


160 i




103 3


68H 3


44 3


246 3


65 3


40? 3



126 3


160 3


148,3


151.,




129.30


129,34


153.0


100? 3

100? 3



285 1


1,000


1,100


106i

G,0


WVi.
1067

W-3867
3,0

V-3866
3,O


.,...... .....

Aesess hale In
sanLtory o01

Top .4-nch
caslnl

Top 10o-nch
coupling

......do*.....


......do ......


Ind 4-.nch
nipple on
discharge




Top 8.inch
casing



Acces hole in
pump baee


Toap 2-ineh
easing


Access hole in
pump base


0age hole on
pup base
discharge


............


19.64




13,96


9.5
13.62

5.70
5.92

45,52
37.99




.14
A
.34



46.31
44.32


46.60



53344
51.07


37.07


1. 3.5i
3* 3.55

2- 1.60


6-28-59


9.17.55
6.28.56
1-13-56
2- 1-56
7- 2-56
10-26159





2-13-45

11-22-57



7- 5-57
10-2-359


12- 3-57



12- 3-57
10-28-59


10-27-59


D I.. -------
Ir .--... .......


1. 110,5


166.6


169.5


175.25



164.9


137.93

.....


WI 1.27A,
112-259







Test well
drilled 285 feel
in sand








Deha 1948-49,
oil tes well


x








/


2,000 tr -*
rD ....


-I,--.-


D0'---


W-4919






,'25


e*' .. .... .... JuRa' ... .


I .F411


Iloo


I1- 3-55
6*30-SS







Table 1. Continued
~ ~ ~ ~ fa 11*1 1; 111 tool~' I is 17T 11 T T ~ Z r 1 f
812-135-1 S EW 14 26 27 Armour Agricul- Barney's Pumps 1958 180 6 102 3 Udge of pump 0.4 US.95 6.78 9-18-58 T ,9 120 Zn ---- 6-4642
tural Chemical Itc. base at .n- 4.67 1- 1-59
Co. crate floor

812-138-1 HE NE 30 26 27 Holly-111 Inc. Central Florida 19471 285 2 285 L ----------------- 174.5 ----- ------ N ---- -------Test well,
Wall Drillers dest

812-146-1 NZ We 23 26 25 Ardell Lve ------------------- 115M 2 82 3 Pitcher pump 1.95 134.1 4.44 0-15-59 F .- ---- ---- ------valve seat

813-133-1 SW 89 12 26 27 C. A. &edman A. R. Marquardt 1948 202 2 13 3 -.............. ..105.68 ----- -------C 1 60 D ---- W-1720
for LibbyFreeman

813-138-1 19 NI 18 26 27 Holler Bros., A. R. Marquardt 1956 323 8 161 3 ----------------- 180.1 ----- ------- T L 750 If .... .......
613-139-1 NW IV 18 26 27 L. 3. Angel 0. 0. Cannon 1657 812 12- 425? 3 Top 12-inch 1.5 162.7 35.33 12- 3-57 N ----- Ir---- VgAand loe 10- easing 32.43 10-28-59 106
I

-2 W OW 10 26 27 --- ..-d .------ ------do---- 1957 435 12 260 3 Land surface --.. 137.2 8.16 12- 3-57'- 1,000 -Zt ......

813-149-1 NW IV 16 26 2A U.I. 0eoloceal Whatley Pump 1956 217H 6 76 3 Top 6-inch 6.93 132.1 4.02 2- 3-59 ..- 0 74,5 W-3046
Survey and Weill Co. casing I,0
.2 NW NW 16 26 25 -----do- --..Looka Vail and 1959 27 6 20 1 --.....do-.-.-2.6I 132.1 2.58 2-19-59 N 0 ---- W-5047
Puep Co.

113-201.1 sw nH 17 26 23 -.- do- ..-.Whatley Pump 1959 2532M 3 40 3 Top 3-inch 2.25 105.1 2.28 l- 4-59 N .- --. 0 14 W-5352 Cutting&
and Wall Co. Gain$ 2.01 6-12-59 3,0 eslleeted
by author

814-133-1 AN 11 12 26 27 edgoaves -------------- 1934? 400 6 100 3 Top 6-inch -2.50 110.0 17.30 11-26-57 0 3 10 0 1- Ps- P-3
asing 17.19 1- 3-58

814-138-1 O 726 27 L,. V.,Dunson Saddler-Taylor 1957 300 12 222 3 -------------- --- 163.8 ----- ------- T L 1,600. Ir ---- ------814-130-1 13 NV 7 26 27 University of Central Florida 1955 348 12 447 3 -------------- ----1 .6 ----- ------- T L .- Do .--- .-----.
florid: Imperi- WelI Drillers Zr
%ent station
-2 IV IV 6 26 27 ellael Iruit Whatley and 1950? 200 4 160 1 -------------- ---- ----- ----- ------- T 100 Zr 77,.5---- 20-fost sGreen
distributors HalL

-3 n la 2 6 66 avarly Growers Carl Crosby 1966 380 3 --- 3 -------------- --------- ----- ------- --4 3 IN 7 26 27 Florida state Whatley Pump 1959 202 4 161 3 ------------- -- 150- .------- ------ --- --- V-5341
Road Dept. and Weil o.

114-140-1 NW WV 10 26 25 Craig Linion 0, Hull 1952 413H 6 12AM 3 'top 6- ch 1.00 135.5 3.64 10- S-s W 1,000 Zr 74.5 3,0
Gas ins 4.26 11-50-55

-. HYN 92666 .- ------------do. 1962 562 6 40 3 .............. .... -- am-- -. I 1,000 ---- -----s Limestone
Zr U cried 40 eet
be ow land aurbase







Tebls 1. Co.ntInuu4


114-149- L 6 IS 5 26 25 Peul D.Al J, A. Keeks 1953 2am 2 83M 3 Top 2-inah 1.00 143,0 3.89 10- 5-55 P
c4i0no 5.69 7- 2-56
-2 SW IV 4 36 ;5 N. A, 01wily ----..-q-.-- 1953 ISM 1% 80 3 Top I%-inch 1.30 --'-- .39 10. 5-55 N --q .. ... --...-- Abn, eall
casing A clogged; not 4
glowing wall
-3 SW SW 4 26 25 Craig Linton C, W, Hull 1952 262 6 L2G I .-.-.-----.--- ---- -..--- I-- --- W ---X .-.. -...-.

-4 31 it 5 26 2 Paul De l ul bea ... m t --.- 3 Top itkinch flush 133,0 2.92 10-26-59 N ..... D .... ....... Abn


815-135-1 N1 NW 2 26 27 A. Anderson A. H, marquardt 1950 170 3 21? 3 ............ ..... -.-..... ....... J ---

815-138-1 SW NE 6 26 27 Chas, Willson -----. do-.---- 1958 242 16 156 3 Ind of 10-Lnch 3.1 172,5 55.35 11- 2-59 - 2,000 Ir --- W-4964
discharge pipe
at welded too
joint815-139-1 fNW 6 26 27 Sidney Smith C. F. Cannon 1957 1,237 12- 352 3 -------------- 1,0 188.6 69.44 6- 5-59 T L 2,000 Ir Wl- Air line 130
and son 10- 67.20 11- 2-59 1069 feet concrete
a floor 188.6 Mel

815-142-1 NZ NW 3 26 26 L, Beauchamp A. H, Marquardt 1950 120 3 63 3 Top 3-inch .9 143.4 17.88 9-16-58 C I D 79 W-2133 WL 14.71,
coupling 15.58 5- 5-59 10-29-59

615-149-1 It NW 4 26 25 raig Linton 0. W. Hull 1952 235 6 60 3 -------------- ---- ----- ----- ------- W 1,000 Ir -... .......
.2 NW NW 4 26 25 ---do------ -----d- -----1952 380 6 80 3 -------------- ---- 128 ----- ------- W ,000 Ir ---- .-----815-157-1 SW NE 1 26 23 U.S. Geological Howard E, Cadui 1956 45 3 44 3 Top 3-inch 1.0 108.50 3.60 3- 1-56 N -.... 0 --. W-3840 Dest,3-2-56,
survey casing cuttings
collected by
author
-2 SW SW 31 25 24 -----do------ ------d------.1956 168K 3 52M 3 Top 3-Inch 3,50 109.42 3.63 3- 7-56 N ----- 0 75 W-3839 Do
casing 3.34 3-15-56 ',o

815-203-1 IW NX 1 26 22 C. M. OverstreetCentral State 1951 196 3 65 3 ------do------ .60 94.2 2.20 4-30-59 C I- D 74.5 .-WVel drilling L.31 10-26-59
Co.
-2 SW NE 1 26 22 ---------------------- 19471 45 4 23 1 -------------- ---- ----- ----- -------N ---- ------ Abn

3 SW NE 1 26 22 ------do------ C. M. Overstreet1943 20 2 20 1 -------------- ---- --------- -- ----- --- ------------ Do

813-205-1 NW NW 2 26 22 Clarence Geiger Marion Wrd 1960 295 3 190 3 -------------- ---- ----- ----- --------- ------ D -. gI.
1070
-2 NE NW 2 26 22 Marion Rmes --.-do------ ----- 4 2 60 3 -------------- ---- ----- ----- --------J -- D ---- ------816-146-1 NW NW 36 25 25 C. M. Shinn, Jr Kenneth Turley 1958 401K 10 82 3 Top 10-inch LO 127.8 '3 93 5-16-58 C L 1,020M Ir 74 W-4689 Cuttings collectand Howard Z. casing 2.51 10-26-59 ed by author
Godwin
.2 NE SE 6 25 25 ----do------.Kenneth Turley 1958, 260 4 126 3 ---------------------- ------------Ir------------






Table L. Continued
Of i I 114)1 lol to 1 it) lot 00 111 fill fl 3 1141 1111 11 fill fil fill min lol lol I 3 lii te I is
816-149-1 NW S3 29 25 25 R. Betom Cecil Argue 1955 203 4 96 3 Top 4-inch .30 153.6 27.96 10- 5-55 J 1 D --- ------ WL, 26.84,
casing 29.72 7- 2-56 10-26-39

816-202-1 SW SW 29 25 23 C. X. Overstreet C. M. Overstreet 1928 11 2 8 3 Top pitcher 2A5 92.6 2.75 7 158 0 72 --- Limestone outpump valve 1.14 10-26-59 crop 50 feet
seat ftom vall

817-139-1 E 13 24 25 26 Wilbur Charles C. A. Danmby 1947 547 6 390 3 Access hale in .15 209.1 83.64 11- 3-59 T L ---- Ir .--- Wgipump base 1071

-2 8 83 24 25 26 .--do--- --------do- 193) 475 12 233 3 ------------------ 209 ----- ------ T L ----- Z --- i1072

817-149-1 NW N 29 225 1. Bestm Red Rogers 1955 202 4 -- 3 -------------- ---- ----- ---- -------. D --- -----817-150-1 SW NW 20 25 25 Finley-Nason Layne-Atlantic 1950 375 10 152 3 Accast hale in 1.50 158.9 36.70 10- 7-55 T L 800 %z -- WgiGraves Inc. Co. pump base 38.01 7- 2-56 1073

817-156-1 S N 19 25 24 Dr. 3. L. ------------- ---- ---- 1 ---- 3 ----------------------- ----- ------ ---------- Well in limeKimsinger stone outcrop

818-140-1 13 53 14 25 26 B. Swaim C. A Dansby 1954 820 10- 650 3 Top 2-inch .07 213.1 96.6 11- 3-59 T L 900 t -- Wgt8 breather pipe 1074

818-143-1 BE NW 16 25 26 Barber Send Co. Central State 1959 275 8 137 3 Top 8-inch 1.2 126.8 10.87 12-19-58 N I-n Wai
Drilling Co. casing 1075

-2 NE OW 16 25 26 ---do------ ------dc- 1958 2591 4 350 3 Top 4-inch 1.9 123.1 4.19 12-19-581 t- .----- ----casing

818-147-1 13 4 25 25 general James A. Kenneth Turley 1958 418M 10 120 3 Top 10-inch .5 131.3 10.72 12-19-58 T --- WgiVan Fleet and R. Dunham casing 9.59 10-30-59 1076

-2 NW NW 14 25 25 ----do------ -------------- ---- 211M 2 21 1? Top 2-inch .10 122.0 2.30 12-19-58 N ---------coupling

-3 SE BE 15 25 25 -----d.---- d nnoeth Turley 1958 110 4 80 3 Top 4-inch .6 125.0 4.12 '12-28-59 C I- D .... ..-.-reducing bushing
818-151-1 SW SW 18 25 25 C. 0. Raybon Mecks 1954 ---- 2 100 3 -------------- ---- ----- ----- ----.. J I ---. D .... ------ .

-2 SW OW 18 25 25 Hercules Powder Geo. Moran 1948 148M 3 63 3 'op 3-inch .5 123.5 7.73 10- 7-55 F 1 --. In 77 Wgi- Abn
Co. coupling 7.19 4- 9-59 1077
3,0
818-154-1 N3 3 16 25 24 0. A. Knowles -------------- 1947 50? 1 45 3 ------------- ---- ----- ----- ------- C I -- D ---- ------ Well reportedly
ends in Limestone

-2 NE 8 16 25 24 ----do- -.. J. A. Meeks 1950 74M 1h 80 3 Top of pitcher 1.95 113.5 5.09 10-26-59 ---- ------ Top limestone
pump valve reported at
seat 70 feet








S1 ni 1 ued


alb-I55-1 I 1 7 35 4 luck Middo Csctl 4rdwo 1959 74 2 60 3 Top 2-01ch 2,1 110.5 1,17 12- 7-59 1 ---e P --1- Dri.. r ropairt
church Cos Ind 14m59i0n nearly
go lend 4i4rc
-2 NW 16 $5 34 Smith --d 1959 12? 2 105 3 Tup 21lnch 1.1 1080 4.02 12, 7-59 --9-- a .-, W.ir
cauplitpg 2061

018?156-1 NE NS 19 25 241 -- -- 1959 lim lk 10? 3 Top tk-inch 2.1 L06, 2.68 10v 1-59 N 0 -- ------- Abn
casing 1,98 10.26-59

819-140-1 NE!NE11 25126 8migh-Lg- C, D, Cannon 1959 447M 13 315 3 Top 12-inch 1,2 213.0 92,8 527.59 T .... Ir 77.5 W-5016
Charles and Sone coupling

819-147fl 0 INW il 2525 General James A, Dunham 1958 352 10 97 3 Top 104inch ,9 127,6 7,00 5-14-59 C L ..-.- Ir .-.- A
Van flet casing

819-151.1 NI SI 12 25!24 FLnley-Mason, Goo, Hull 1956 426 8 63 3 Access hole in .70 131,0 19,19 10- 7-55 T L -..... r -- .......
Inc. pump bass 19.8 11-30-55

820-140-1 SW 13 2 25 26 C, M.Dunham Libby-Freeman 1952 500 4 -... I? .............. ....-- ....... N -.... ....... Abn, not
completed
821-149-1 NE NE 32 24125 A, P. Wurster F, W, Wurster 1954 190 2 60 3 -.............-- - .. .......-- I 0 .... ..-...


Counties adjacent to Polk County

Osceola County

017-135-1 C* S8 22 25 27 Bruce Ingraham C. 1956 544 16 195 3 Acceas hole in 1.15 166 70:80 3-31-59 T G2,250 Ir ---- *Center
and Sone pump base 68.77 11- 2-59


Pasco County,

016-206-1 S IJ 28 25 22 U.S. Geological Whatley Pump 1959 200H 3 41M 3 op 3-inch 3.35 83.0 3.38 7-30-59 N .---- 0 76 W-5350 Cuttinge
Survey and Well Co. sing collected by
author
820-203-1 SW 1 24 22 Cumo Cypress ------------- .--- 92M 2 3--- pl-inch 2.10 95.1 5.11 4-24-57 N ----- --1 --- ------- Abn
.Co. nipple Sumter Ciiuniy

821-158-1 SW SW 25 23, 23 U.S.. Geological Whatley.Pump ..- 53M 3 ..53M 3 Top 3-inch' -2.15 ---- 4.76, 7-24-59 M-0 -.--- W-4989 Abn. dest
Survey and Well Co. casing

-2 SW SW 25 23 23 ----do-- -----------do------ ---- 45M 3 48H 3 do----- 3.00 2.18 2.0-26-59 N 0 ----

821-202-1 53 N! 31 24 23 Cummer Cypress -------------- --- 148M 4 100 3 Top 4-inch 1.1 96.0 5.14 11-13-58 N ----- ---- ---- -- Abn
-2 JN 423[o' ,...... ... 70 upling
-2 SW 4W 32 24 23d----------- ------ ---.-70 2 .- 3 op 2-inch .9 94.9 3.46 li-13-58 N ---- -- --- -------- Do.
aging ,







..Table 1. Continued
Ii 12 Il3 4151 1SI Mii l to) .le) III uIR -F s 941 fla1 y6 liii ie) T17I 11 1 1 11 1 113) 1141 Iasi
821-202-3 NE NZ 31 24 23 U.S. Geological Locke-Whatley ---- 143M 6 ILW 3 Top 6-inch 2.90 96.3 3.62 3- 2-59 N --- 0 ---- W-5054
Survey nipple .1 ,G

-4 NZ HE 31 24 23 ------do------ Locke ---- GM 6 5 3 ------do- 240 6.3 3.74 3- 2-59 R -.---- 0 ---- W-5053










U'1








Tnle 2. Gaologic Logs of Wells in Polk County, Florida

The scratigraphic nomenclature used in this table conforms to the usage of the Florida Geologicat Survey- It also conforms to the noenclature of the U.S. Geological Survey except that the Tampa Formation is used instead of the Tampa Limestone and the Ocala Group, composed of the Crystal River. Inglis, and Williston Formations, is used instead of the Ocala
Limestone and the Inglis Formation.

Florida Geological Survey well numbers are given as "W- Well numbers. marked with an
asterisk (*) represent drilling logs and samples collected by the author. See Table 1 for locations and total depths of wells.

well 745-134-1
(W-5351)

Depth, in feet
marec al below land surface

Undifferentiated:

Sand, dark-brown, coarse to fine, subrounded to subangular; silty........ 0 20
Sand, as above; with cemented lumps...................................... 20 40
Sand. as above, light gray-cream; sparse darkheavy minerals............. 40 60
Sand, as above; more coarse............................................. 60 70
Sand, as above; becomes lighter gray-white downward...................... 70 90
Clay. grayish-black, thinly laminated; sandy, micaceous.................. 90 120
Sand, gray, coarse to medium, rounded to well-rounded; scattered dark,
coarse pebble-phosphate............................................... 120 130
Sand. as abuve; 4ith abundant black, coarse to medium, sand-sized pebblephosphare, and with softgray-cream, partly leached, sandy, phosphatic
limestone fragments................................................... 130 140

aa~rnr ForuatLn:

Lime-.:ne, butt to tan, soft, chalky to finely crystalline; sandy,
.hosphatic; abundant loose sand and black phosphate sand. Suggestions of
.iira=nifera, including leached Gypsina globula....................... 140 150
ne'zjne, :s above; grayer in color..................................... 150 160
,to lithologies:
A ;rav, very sandy and finely phosphatic.
a cream. sparsely sandy, finely crystalline; with moderate loose
medLn sand and phosphate, and large re-crystallized echinoid
fragments........................................................ 160 170
ne tan '. gray, in part finely crystalline; sandy, phosphatic;
moderate amounts of loose sand pebble-phosphate....................... 170 180
estor~e. as above; greater amount of loose sand and phosphate than above. 180 190
n.estnz. as above, harder; phosphate decreases and becomes finer;
-and common------------.---..-................................ 190 200
_ixeitane. as laU-20; abundant sheet-type chalcedony, and numerous
;ene- and eroded Ocala foraminifera................................. 200 220
s aaove; highly re-crystallized; leached Lepidocyclina sp. 220 230



as ahove; and cream granular limestone; abundant loose sand
31 s paozspate sand; casts and molds of mollusks, crab-claws,
p lates.... ................................... .............. 230 250
mre to cream, hard, granular, dolomitic? re-crystallized;
co ..=a.ion irrom above, sparse loose sand and pebble-phosphate...... 250 260
-:escjne. :ark cream. granular; nonsandy, nonphosphatic; Rotalia
_e__ana, numerous Cvpsina globula, Eponides sp., Lepidocyclina sp.,
e .n .sd plate and spines............................................ 260 270
'im-zane. a. ahove. hard, re-crystallized; fewer Ocala foraminifera..... 270 280






:__, one. cream. hard. granular; re-crystallized; abundant
ecatana. Gypsina globula, echinoid plates. 280 290
_-zmes)ne_ cream, fragmental; abundant Lepidocyclina ocalana,
Operzulinoides Lloridensis, Gypsina globula, Eponides sp., olliolids,
cn.n id plates --. --.... .--.......... .. .. .. 290 300
:.cestjne. sand and clay; a mixture of all lithologies above as
contaminati n......................................................... 300 310
.ameszone, as 29U-ji; nonerous Lepidocyclina sp., Operculinoides sp.,
Taxtularia sp., Cypsina sp., Eponides sp., mollusk and echinoid
fragments............................................................. 310 320
!Lmes:one, cream, soft; a coquina of large Lepidocyclina sp., numerous
Qoercu!"noides vanderstoki............................................ 320 360
Lisestone, as above; generally finer cuttings............................ 360 370










86












Table 2. Continued.

Well 745-153-t
('d-2304)

Depth, in feet
aterial below land surface

Undifferentiated:

Sand, clay. pebble-phosphate ............----------.----............... 0 50

Hawthorn Formation:

Limestone, cream; very .sandy and phosphatic; abundant loose sand and
phosphate --------------------------. --. ... ........... 50 55
No sample ...............-----------------------------...... ...... -. -.... :6 100
Limestone, as above, hard; sparse loose sand and phosphate. .. 100 105
Limestone, as 50 155; abundant loose sand and phosphate.....-......... 120 125
Limestone, tan, sandy, dolomitic; and dark brown silicified limestone...... 140 145
Dolomite, brown, hard, finely crystalline, porous; nonsandy, nonphosphatic; cuttings as large pieces; Sorites sp. 150 155
Dolomite, as above, very porous; and white limestone, dark echinoid
plates. thinwhite mollusk fragments................................... 155 160
Limestone, white, hard; crystalline to granular, dolomitic; sparsely
sandy and phosphatic. .. : .-----.- ---.... .-.................... 160 165
Dolomite, brown, hard, porous; coarse cuttings, sparsely sandy and
phosphatic.----------------------------------------------------------...... 5 175
Dolomite, as above; and phosphatic limestone............................... 175 200
Dolomite, as above; and creamsandy limestone...............-.............. 200 21i
Dolomite, as above, dense; coarse cuttings; abundant loose sand and
phosphate............................................................... 215 220
Dolomite, as above, hard, dense; very large pieces; sandy, phosphatic....- 220 225
Dolomite, as above; finer cuttings......................................... 225 230

Tampa Formation:

Clay, gray to olive green; fissile......................................... 230 235
Clay, as above; with abundant loose sand and dark phosphate grains.......- 240 245
Sand, sparse clay and-phosphate grains...................................... 250 255
Clay, as in -230-235............................ 260 265
Sand, sparse clay and phosphate grains; abundant limestone, white, hard,
granular to crystalline; nonsandy and nonphosphatic............. 270 275

Suwannee Limestone:

Limestone, white, crystalline; echinoid fragments.. 275 280
Limestone, as above, more granular; abundant Rotalia mexicana and
echinoid fragments............... 280 285
Limestone, as above...................................................... 330 335
Limestone, as above, hard, dense; mollusk fragments........... .... 375 380



Crystal River Formation:

Limestone, as above; coarse cuttings very granular; with abundant
Lepidocyclina ocla=na, Textularia howei, and Gypsina sp. 380 395
Limestone, cream, soft; a coarse coquina of Lepidocyclina sp.'and
Operculinoides ap. in chalky matrix..................................... 430 435
Limestone, as above; f.perculinoides woodybranchensis............-...... 465 470
Limestone, as above; finer than above-and smaller fossils.................. 480 485
Limestone, as above; such finer, fragmental angular grains................. 490 500
Limestone, as above; a coquina, very coarse, profuse Lepidocyclina sp. and
Operculinoides maw-dybranchensis. .... ..... ..... 500 515
Limestone, as above, (ier cuttings, less fragmental................... 515 525
Limestone, as above................ 530 590
Limestone, as above; abundant dolomite and granular rubble................. 590 600

Inglis Formation:

Limestone, tan, granular, detrital; highly re-crystallized; abundant
Peronella sp., no other fauna noted.................................... 600 610
Dolomite, tan; highly re-crystallized............................ 610 625
Dolomite, as above; less crystalline; Peronella sp. fragments continue,
eroded Dictyoconus sp., Coskinolina sp............................... 625 630











87










Table 2. ContinuedWell 745-153-1-Continued
(W-2304)

Depth, in feet
eterial below land surface

Avon Park Tm--etone:

Limestone. tan. hard; a miliolid limestone; abundant Dictyoconus op.,
and Coskinolina sp.,. slightly eroded.................................... 630 635
Limestone. as above; fossils less abundant, broken, and eroded............. 635 640
Limestone. as above; abundant Dictyoconus sp.. Coskinolina sp., some slightly
eroded............ ...................................................... -640 660
Limestone,. tan, granular, dolomitic, as above; eroded Dictyoconus sp.
Coakinolina sp., and Fabiania cubensis ................................. 660-- 670
rLiestone, as above, finely granular; cuttings as separate grains.......... 670 675
Dolomite. dark brown, hard, finely crystalline; samples not studied........ 675 -.911


Well 747-114-1
(W-1726)

Undifferentiated:

Sand............. ...................................... .................. 0, 30
Sand,. coarse to fine, subangular to subrounded; and olive green,
sandy clay. noncalcareous............. 30 40
Clay, olive green,. sandy; gray original shell fragments. of mollusks; and
Large pieces of massive, dense, light-cream lithographic limestone;
loose phosphate grains.................................................... 40 50
Shell bed; largeoloose fragments of mollusks..............................- 50 60
Sand,. dark gray. with abundant shell matter; pieces of white, sandy
limestone; and dark green sandy clay, micaceous......................... 60 70
Sand, as above............................................................. 90 100
Sand, abundant shell fragments; and loose black phosphate grains........... 130 150,
Clay,. greenish-gray, sandy, phosphatic, calcareous; with sand and sparse
white sandy. phosphatic limestone.......................................180 185

Hawthorn Fornation:

Limestone, dark cream to gray-white, finely crystalline; very sandy and
phosphatic; abundant loose sands, dark phosphate pebbles, and fish teeth. 185 190
Simestone, as above; abundant mollusk fragments and fish teeth; small
forms appear to be Rotalia mexicana, re-crystallized.................... 190 -.195.
Limestone, as above; 50 percent loose dark phosphate grains................ 195 225
Limestone. gray to creamy gray, finely crystalline; abundant fine sand and
phosphoi c&, pebble phosphate common; abundant casts and
molds of mollusks and coral; note occurrence of Lepidocyclina ocalana
fragments and other cream-colored limestone contamination............... .225 248
Limestone, as above......................................................... .248 270
Limestone, as above; fish teeth and several pieces of Eocene limestone as
contamination, including Overculinoides vanderstoki..................... 270 285



Crystal River Formation:

Limestone, cream; abundant sand and loose pebbled phosphate from above;
Levidocyclina ocalana I.- atteiuata.- Oerculinoides floridensis, and
q, vanderstoki................285 300
Limestone, as above; very coarse coquina of foraminifera;
Levidocyclina ocalana oseudomartinata, and an explosion of Onerculigoides;.
sp.... .........................................................---.... 300 340

Inglis Formation:

Limestone, as above; a much finer grained coquina of smaller individuals;
Overculinoides moodybranchensis, Discorinoysis gunteri, Acihistegina sp. 340 350
Limestone, tan, recrystallized; highly fossiliferous, abundant small
Overculinoidef sp. and Lepidocyclina sp., nunerous Discorinoosis gunteri;
larger limestone fragments are very granular; a few indistinct
icrvoconus so .......................................................... 350 360













88












Table 2. Continued.

ell 747-il4-1--Continued
(W-1726)

Depth, in feet
.Material below LwAn surface

Avon Park Limestone:

Limestone, tan, granular; profuse Dictvocmus cokei, sparse Levidoeclina Sp.
numerous qgj1euLinoldes yandazrjoki, Peronella sp. fragments,
Coaskinolina floridana, and Discorinopsis gunteri........................ 360 380
Limestone,.-as above.................................................... 380 425
Limestone, generally as above; abundant ictyoconus ap. and Coskimlina sp. 625 650
Limestone, generally as above; abundant Dictyoconus sp. and Coskimolia sp.
one Dictvocnus mericanus --.................--....................... 785 OW
Limestone, as above............................................----........ 875 900
Limestone, white, granular, and dark brown; finely crystalline dolomite.... 895 902
Dolomite, tan, finely crystalline; and contamination of white limestone
and Ocala foraminifera from above...................................... 902 930


ell 747-132-1
(W-4963)

Undifferentiated:

Shell, white, coarse; with very coarse to fine sand, black phosphate
pebbles, and light gray-green clay; yellow oyster shells, Vegas sp.-...- 230 240

Hawthorn Formation:

Limestone, white, finely crystalline in part; fine sandy and phosphoritic;
abundant loose sand and phosphate as above; scattered casts and molds
of mollusks.....................--......-...... ................ 250
Limestone, cream-gray, dense, crystalline in part; finely sandy and
phosphoritic; sparse loose sand and phosphate; fragments of Sorites sp.,
crystallized echinoid fragments....................................... 270
Limestone, as above; oyster shell fragments............................... 280
Limestone, as above; oyster shell fragments............................... 290
Limestone, as above, predominantly dark gray, with some loose white sand
and dark phosphate grains............. 300 310

Suwannee Limestone:

Limestone, cream, moderately soft, granular; nonsandy, numphosphatic;
echinoid plates and spines, some re-crystallized oyster shells, casts
and molds of mollusks; numerous Eyonids. Rotalia mexicana
re-crystallized, and some Textularia sp..............-----..--.---...... 320
Limestone, as above, hard; dolomitic(?), very fine cuttings; fossiliferous. 330
Limestone, as at 320; fauna as above, plus abundant Gypsina sp., dark gray
Levidoveclina ocalana......................................... 350



Crystal River Formation:

Limestone, cream, granular in chalky matrix; abundant Lepidocyclina
galana.Operculinoides floridensis. and 0Q. vanderstoki.................. 350, 390
Limestone, as above, cream; a coarse coquina of Levidocyclina sp. and
Operculinoides sp. in a chalky matrix.................................. 400, 415, 430, 445,
455

Williston Formation:

Limestone, as above; Operculinoides moodybranchensis and Amphisteeina
inarensis........................................................ 465, 475
Limestone, as above, very coarse; Peronella sp. fragments..--.----------- 485
Limestone, as above, less coarse; fossils smaller; Operculinoides and
Levidocyclina sp. abundant............................---.------------. 495
Limestone, as above; Operculinoides moodranchsaia. ...................... 500 -540














89










Table 2. Continued.

Well 747-132-1--Continued
(W-4963)

Depth, in feet
Material below land surface

Englis Formation:

ritastone, tan to brown, granular, coarse cuttings, probably dolomitized;
abundant Peronalla sp. fragments, some Lepidocyclina sp. and
Oprcunoides sp...................................................... 540 560
Limestona, as above; numerou Peronalla dali, plus abundant fragments,
abundant Discortnopsis gunter. Dictyocona cooked, Coskinolina
flordan, slightly eroded; numerous Lapidocyclina ocalana from
above........................... ................................... 580
Limestone, as above; abundant Paronulla p. and Discorinopsis guteri,
sparse Dictyoconus sp., sam Lepidocyclina sp. and Operculinoides sp... 600

Avon Park Limestone:

Limecone, tan to brown, cuttings finely granular as loose grains; profuse
uneroded Dictyoconus sp., Coskinolina sp., and abundant Peronella sp.
fragments.......................... ...................... 620
Dolomite, tan to brown, finely crystalline; fauna as above, less abundant,
sparse Fabsiats cubensis............................ ................ 1000
Dolotmie, brown, finely crystalline; pat films on bedding planes of
larger pieces; fossils, if present, cannot be identified............... 1010
Dolotmie, dark brown, as above; small amount dark, greenish-black clay
(organic?)................................................................... 1020


Well 748-119-2
(W-4288)

Undifferentiated:

Sand, 60 percent; and 40 percent sand-sized grains of white dolomite;
fossils not recognizable................... ................... ....... 218
Sand, gray clay, pebble phosphate, sparse sandy gray limestone............ 235

aawuhorn Formation:

Limestone, gray, finely crystalline; sandy and phosphatic; abundant loose
sand and phosphate grains............................................. 250
Limestone, a above, tan, dolomitic(?), highly re-crystallized; very
sandy and phosphatic............................... ........ 275
Sand, pebble phosphate, and limestone as at 235...................... ..... 305
Iaescane. cream, granular; sand and phosphate as above but less abundant;
Lapidocyclina sp. fragments, miliolids, echinoid plates and spines.... 320
Limestone, gray-green to can, highly re-crystallized, finely crystalline;
sandy and phosphatic; abundant loose sand and phosphate............ .... 330
Clay, gray-green; shell fragments; and white granular limestone with
mollusk fragments and echinoid spines................................ 350, 370

Cry-taL River Formation:

Limestone, white, dolomitic(?); a coquina of large Lepidocyclina sp. and
Operculinoidas sp. in a chalky matrix, some echinoid spines........... 380
Limestone, as above; an extremely coarse coquina of LepLdocyclina sp.,
greater than i-inch diameter.......................................... 410, 440, 470, 500
Limesone, cream, ultra-granular, moderately chalky; fever specimens of
Lepidocyclina sp. and Operculinoides sp.; eroded Discorinopsis sp. and
Fabtania cubensis(?)..... ..................................... 530
Limestone, as above; very chalky........................................ 560

Uilliscon Pormation:

Limestone, as above, slightly chalky; numerous Dictyoconus sp. and
Coskinolina sp. appear uneroded; numerous Lepidocyclina sp.,
Opercullnoides sp., Textularia sp., and Operculinoides moodybranchensis 590
Limestone, as above, very chalky; same fossils as above................. 620, 650













Table 2. Continued.

Well 748-119-2--Continued
(W-4288)

Depth, in feet
Material below land surface

Inglis Formation:

Limestone. as above; same fossils as 590. plus Peronella dalli............. 680
Limestone. as above; plus Archaias withlacoochensis........................ 710
Limestone. as above; without Archaias withlacoochensis..................... 740
Limestone. as above; re-crystallized Peronella sp. fragments, large
Levidocyclina sp., and numerous Oerculinoides sp....................... 770

Avon Park Limestone:

Limestone, typical chalky Ocala coquina; some re-crystallized brown
dolomite, and Dictvoconus sp. ........ ............. 775
Limestone, as above; fossils.as above but less abundant.................... 810, 840
Limestone, as above; sparse Lepidocyclina sp. and Operculinoides sp., a few
fragments of brown dolamite.................-........................... 870
Limestone, as above, very chalky; abundant coarse hard brown dolomite...... 929
Limestone, as above; much less chalky; Crystal River fauna continue; 50
percent hard brown dolomite............................................. 935
Limestone. as above; plus 70 percent hard brown dolomite............... 945, 955, 968


Well 751-155-3
(W-4185)

Hawthorn Formation:

Limestone, white, finely crystalline; very sandy and phosphatic; abundant
loose sand and phosphate grains......................................... 85 90
Clay, white; sand, and phosphate grains.................................... 90 100
Limestone, white, as above; clayey......................................... 100 105
Limestone, as above; with densedark-gray limestone, eroded and water-worn. 105 115 Limestone, as above; plus dark tar% sandy limestone, dolomitic(?)........... 115 120
Clay, gray-green; plus white limestone fragments, sand, and phosphate
grains.................................................................. 120 145
Limestone, white, finely crystalline; sandy and phosphatic as above; plus
limestone, dark-gray, sandy, and phosphatic, appears water-worn and
eroded; abundant loose sand and phosphate grains; fish teeth............ 145 150
Limestone, white, granular; nonsandy, nonphosphatic, with much loose
sand and phosphate grains.......................... 150 155
Dolomite, white to brown, dense, highly crystalline; sandy................. 155 175
Limestone, tan to cream, dense, hard; extremely fine sandy, moderately
phosphatic; nonfossiliferous............................................ 175 180
Limestone, as above; very sandy, sparsely phosphatic, with abundant
loose sand.............................................................. .185 195

Tampa Formation:

Clay, greenish-brown; with blue and white limestone fragments, dense,
finely crystalline...................................................... 195 215
Clay, as above, dark gray-green; more fissile and shelly................... 215 245

Suwannee Limestone:

Limestone, white, granular; nonsandy, nonphosphatic; abundant Rotalia
mexicana, and echinoid plates........................................... 245 250
Limestone, as above, slightly more chalky; abundant Rotalia mexgiana,
and iliolids.......................................................... 280 285
Limestone, tan, dolomitic; as above........................................ 320 325
Limestone, tan, less dolomitic, more chalky than above..................... 325 330
Limestone, white, hard; some re-crystallized dolomite; miliolids........... 345 350
Limestone, as above, locally fine sandy, a few eroded Lepidocyclina
ocalana. and Gypsina sp................................................. 350 365


















91










table 2. continued .

Well 75-155-3--Continued
(W-4185)

Depth, in feet
matcerla below land surface



Crystal River Formation:

Limestone, cream, coarse granular; abundant Lenidocycllna sp., Operculinoides
p-, Gytna sp., and Ipondas sp....................................... 365 370
Limestone, cream; a coarse coquina of Le*idecclina ap.; Operculinoides
dhrach.I. ) .................... 425 430

Williston Formation:

Limestone, as above; a coarse coquina of LenidocrYlina sp., abundant
onernuILnoides oodrbr.nMhsnsia. .................................... 465 475
Limestone, as above, more finely granular; smaller specimens............... 475 480
Limestone, as above, white; dolomitic.................................... 480 485
Limestone, as above; a medium coarse coquina of Lejido9yclina sp. and
Operculinoides sp.......................... ..... ................. 485 495
Limestone, light cream-white, granular; much finer cuttings than above,
dolomitized(?); milolids, abundant small ercuinoide sp. and
fragments of Led c na............... ............................. 495 500

Inglis Formation:

Limestone, light cream-white, as above; plus rabianlA ubnAlg ............. 500 505
Limestone, as above, cream to tan; AUblni& cubtnl, eroded Dictvoconus sp. 505 520
Limestone. as above, more chalky..................................... 520 525
Limestone, as above, very fine grained; Peronella sp. fragments............ 525 530
Limestone, as above, cream; coarse pieces of granular rubble; Fabianta
snbaatL Peronella sp. fragments..................................... 550 560
Limestone, as above; Discaorinosi g untam ................................ 570 575

Avon Park Limestone:

Limestone, as above, more finely granular; considerable dark brown chert;
a few highly eroded Plictyocon sp. and Coakinolina sp.................. 580 595
Limestone, as above, harder; less chert; Peronell ap. fragments............. 595 600
Limestone, tan, granular as loose grains; dolomitized; ZfhiSnja cubensis,
Peramtlsa p., spars Crystal River fauna.................... .......... 600 615
Dotamite, tan, as fine grain; no fossils.................................. 615 620


Well 753-128-1
(W-4331)

Undifferenciated:

Sand. tan; micaceous...................................................... 0 130
Sand. as above; with lumps of gray clay.................................... 130 150
Marl. gray, soft; sandy, micaceous; abundant very thinwhite shell
ragments................... ........................................ 150 190
Clay, gray; abundant sand, gray-white chalcedony sheets, and phosphate
pebbles; some white crystalline sandy limestone fragments; considerable
shell fragments....................................................... 190 220

Hawthorn Bormation:

Limestone, white, dense; very sandy and phosphatic; abundant loose sand;
one ites sp................... ................. ................. .. 220 240

Su annee Limestone:

Limestone. gray-cream, granular; nonsandy, noophosphatic; plus limestone
contamination from above, with some loose sand and pebble phosphate..... 240 270
Limestone, gray-cream, granular, as above; some sandy limestone from 220-
240; oatalia meicns Edonides iacksonensis, and fragments of
Lenidocyclina sp....................................................... 270 290











Table 2. Continued.

Well 753-128-1--Continued
(W-4331)
Depth, in feet
Material below land surface



Crystal River Formation:

Limestone, cream. coarsely granular; some loose sand; a coquina of
Levidocyclita sp., abundant Gypsina sp., and. Eponides sp.. .............. 290 330
Limestone, as above; more chalky matrix than before........................ 330 360

Williston Formation:

Limestone, as above; plus Operculinoides moodybranchensis.................. 360 430

Inglis Formation:

Limestone, white to cream. bard, granular; miliolid-rich. Fabiania cubensis,
some Lenidocyclina sp. and Operculinoides sp............................ 430 460

Inglis Formation:

Limestone, as above, more chalky; foraminiferas as above, plus eroded
Dictvoconus sp., very small Peronella sp................................ 460 470
Limestone, as above, highly crystalline; highly dolomitized; abundant
echinoid fragments............... 470 490
Limestone, as above; less dolomitic than above; abundant Peronella dalli
and Fabiania sjbn3zas ................................................... 490 500
Limestone, as above; and dark gray-brown granular limestone (rubble?);
Discorinoysis Punteri. and numerous highly eroded Dictvaconus sp. and/or
Coskinolina sp.......................................................... 500 520

Avon Park Limestone:

Limestone, cream, granular to slightly chalky; abundant uneroded
Dictvoconus cooked and Coskinotina floridana............................ 520


Well 753-129-2
(W-4190)

Undifferentiated:

Sand, gray to tan.......................................................... 0 120
Sand, as above; and gray clay.............................................. 120 130

Hawthorn Formation:

Limestone, white; very sandy and phosphatic; abundant loose sand and
phosphate............................................................... 130 160
Limestone, as above; with dark, blue-gray finely crystalline limestone;
loose sand and pebble phosphate........................................ 160 190

Suwannee Limestone:

Limestone, white, granular to finely crystalline; sparsely fine sandy;
dolomitized; some limestone contamination from above; abundant echinoid
fragments, Rotalia mexicana(7), Eponides(?) sp..............-.... ...-. 190 210



Crystal River Formation:

Limestone, cream, moderately chalky; molluscs fragments and large
Leoidocyclina .o q ana .........-.......................................... 210 240
Limestone, as above; with contamination of gray limestone from 160 feet.... 240 300

Williston Formation:

Limestone, as above; a coarse coquina of Lepidocyclina sp., with
Operculinoides moodybranchensis......................................... 300 350











93