Citation
Record of wells in Volusia County, Florida ( FGS: Information circular 24 )

Material Information

Title:
Record of wells in Volusia County, Florida ( FGS: Information circular 24 )
Series Title:
FGS: Information circular
Creator:
Wyrick, Granville G
Geological Survey (U.S.)
Place of Publication:
Tallahassee
Publisher:
[s.n.]
Publication Date:
Language:
English
Physical Description:
iii, 96 p. : illus., maps (1 fold.) ; 23 cm.

Subjects

Subjects / Keywords:
Groundwater -- Florida -- Volusia County ( lcsh )
Water-supply -- Florida -- Volusia County ( lcsh )
City of Oak Hill ( local )
Volusia County ( local )
City of DeLand ( local )
Lake Monroe ( local )
Eggshells ( jstor )
Driveways ( jstor )
Secondary roads ( jstor )
Canals ( jstor )
Vests ( jstor )
Genre:
non-fiction ( marcgt )

Notes

General Note:
"Prepared by U.S. Geological Survey in cooperation with the Florida Geological Survey and the cities of Daytona Beach, New Smyrna, and Port Orange."
Funding:
Digitized as a collaborative project with the Florida Geological Survey, Florida Department of Environmental Protection.
Statement of Responsibility:
by Graville G. Wyrick.

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:
022287717 ( aleph )
01720670 ( oclc )
AJA4788 ( notis )

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Full Text
STATE OF FLORIDA
STATE BOARD OF CONSERVATION
Ernest Mitts, Director
FLORIDA GEOLOGICAL SURVEY
Robert 0. Vernon, Director
INFORMATION CIRCULAR NO. 24
RECORD OF WELLS IN
VOLUSIA COUNTY, FLORIDA
By
Granville G. Wyrick, Geologist
Prepared by U. S. Geological Survey
in cooperation with the Florida Geological Survey
and the cities of Daytona Beach, New Smyrna, and Port Orange
Tallahassee, Florida 1961




AGRICULTURJAL IJBRA~y




CONTENTS
Pagt.
Introduction................. ....................I
ILLUSTRATIONS Figure
1 Location of Volusla County.................. 3
2 Well-numbering system..................... 4
Plate
1 Location of wells........................... 5
Table
1 Record of wells in Volusia. County ............6
iii







RECORD OF WELLS IN VOLUSIA COUNTY, FLORIDA
By
Granville G. Wyrick
INTRODUCTION
A detailed study of the geology and ground-water resources of Volusia County, on the eastern coast of Florida (fig. 1), was made during the period 1953-57 by the U. S. Geological Survey in cooperation with the Florida Geological Survey and the citie s of Daytona Beach, New Smyrna Beach, and Port Orange. The results of this study have been published by the Florida Geological Survey in the following reports: Information Circular No. 8, entitled "Interim Report on Ground- Water Resources of Northeastern Part of Volusia County, Florida, by Granville G. Wyrick and Willard P. Leutze;, and Report of Investigations No. 22, entitled "Ground-Water Resources of Volusia County, Florida, by Granville G. Wyrick.
This report contains a table of well records that was compiled from data collected during that investigation.
Positions on the earth's surface may be located by a system -of coordinates known as parallels of latitude and meridians of longitude. The parallels of latitude circle the earth parallel to the equator and are numbered from the equator to the poles in degrees, minutes, and seconds, according to the angular distance between them and the equator. The meridians of longitude traverse the earth's surface north and south and are numbered east or we st from the Greenwich, England, prime meridian in degrees, minutes and seconds.
The well-numbering system used in this report is de rived from latitude and longitude coordinates and is based on a statewide 'grid of 1-minute parallels of latitude and
1




1-m-inute meridians of longitude. Each well number is a composite of three numbers separated by hyphens; the first number consists of the last digit of the degree and the two digits of the minute s that define the latitude 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 minutes that de fine the longitude on the east side of the 1 -minute quadrangle; and the third number gives the numerical order in which the well was inventoried in that quadrangle (fig. 2).




G- fE 0 R1G A A
LMNhi ADISON
.11 ~ ~ .I BARCERO UA
WAKLLAI WJANdREE' UBBATY AKULLA TAYLORj FRANKLIN
62'
ERNAN 0 .. ON..
Figure~~ T 1. Loato ofVLsaCony 3WINRV




98SMN bM% UM d MAGf-.& EDVbd. Pr ..A
0 Ei~ 0GER IAVM -b IN
T -\
VWI ~ ~ ~ '. 8V-1- I h t~d
Figure Z. Well-numbering system.
4




4'-4
FL I -L S '
Ir R 1 4
kiLrr44l- r .p. LL .,b. '
L 1LA
'-4
Plate 1. Loctio o wel Son




1abde. I. -rcoI Of WILL$ IN YOUXIA CO1IWfl. LA. Usa1 A, air coditioning; D, 4omotic In, iadwairtall 1r, irLfaL~j~onI N, nano; 0 obamuveiionl ?. public supply; 0, s~ack; r, 9*it wall.
in._ jias~I mint840-058.1 Norris Cattle Co. Layne-Almolic Co. 955 100 --4 TCop, 4-incb 0.0 ... 3.50 5-23-56 ........N 1aporthd salt~y
GAnP1Log tate. 840-058-2 ----. do..... 3, Vilson ..285 100 3 Top, 3-inch 2.0 17,18 2.65 1-28-47 .... -.... N WelL abandoned be,.ducat 3.50 5-23-38 cause of salty wait,
843-101-1 D. 1. Wheeler Marshall Art@ 1946 360 --4 Top of elbow an .3 13.14 5.5 9-29-47 5.620 9-20-47 Is
dig charge aide .6 5-23-56 o f pumv
944-101-1 ---do ------ Horgain Aldermen --- 0 so 1% --------- .. .. ... ... 3,380 9-29-47 N4 D
844-101-2 M. T. Zahn Marshall Arts 1945 330 275 Top, 3-ioch cgain$ .0 ... 4 8-14-0~ 5,600 8-14-45 it
846-101-1 H. C. Whlchel Howard Long ... 87 --- 2 Top. 2-Lach again$ .0 7 -2.26 4-18-56 9,200 4-18-56 N
047-051-1 W. L. Cantrell------------------ ------197 ... 4 Top, 4-inch elbow 1.8 9.57 4.7 5-12-47 950 5-12-47 Ir
847-100-1 Florida Zalt Coasi-------------------------65 ... 4 Top, 4-jich casing 2.8 16 -5.00 4-18-56 20 4-18-56 %
ZR. Co.
848-052-1 Konuth Pogg----------------------936 450 --- 8 Top, concrete base 2.8 --- 6.2 10-22-46 610 11- 4-55 0
.77 11- 4-5
-3.99 6-27-56




Table 1. -Continued V Cun esrn 0~ -r~od otn
*v s 41 ueasrin 0 In
a i WatCA e r I* a V -ca
a ~ Ceontuente
aL' J- a
48-052-2 Kenneth Fagg -- ---- -------------- -----330 --- 6 Tp, 6-inch tee 1.2 11 -1.32 11- -55 340 1- 8-5 r
848-052-3 ---.-do------------- ------------------..120 --- 6 Top, 6-inch tee 1.0 ---- 1.5 10-10-47---------..----Ic
848-059-1 Valusa Count----------------------------21 21 1% Tsp, lt-tnrh L.9 -5.4 4-19-58 40 4-19-56 N
Gene Reserve casing
848-107-1 Herman Brooks--------------------- 1940 138 111 2-------------------- -----16------------------4,300 1- 1-55 Zr
848-107-2 Hugh Crulurk Erneset Hailtoe 1952 60 55 2-------------------- --------------------------4,100 1-12-54 0 Sandpoint
848-107-3 W. F. Field-----------------------1952 19 15 2 Top, Il-inch Pipe 1.0 8.65 12- 9-52 ------- ---------D o.
848-107-4 Hugh Cruluck------------------ ------23 17 2 Top, 2-tack rasing 2.0 8,.55 12- 9-52 ------- ---------N Dr.
848-111-1 t. R. Reck---------------------- -------- ----4 Top, 2-tark .3 8 15.5 1-12-55 690 1-12-55D
reducer
849-052-1 0. E. Stacy------------------------------- --- 6-----------------------------------------------8101- 5355 It
849-032-2 ----d----------- ------------------ ------108-- t Tel,, 2-inch tee 1.0 -- -3.88 10-18-55 660 10-18-35 Zr
849-111-1 B. R. Beck------------------------------------2 Top, 2-inch veive 1.5 ---- 3.47 1-12-55 840 1-12-53 0
850-104-1 E. Hint E. Hirt, Jr. 1924 190 3 Top, 3-inch plug 1.7 25 .1 12-28-53 170 12-28-35 0
850-104-2------------------- ----------------------186 --- 4 Top, 4-inch casing .0 -3.5 5-24-36 ------- -------840-106-1-------------------- ------------------ ---..27--Tap, bese of .8 -.- 4.5 5-24-56--------------N
pitcher pp
850-109-1 Florida Srate Ernest Hamilton 1947 101 92 2 Taps 2-tack casing 1.7 48 -19.7 11- 4-53 20 11- 4-53 In
Reed Dept. -ioai 11-30-53
850-109-2 0. A. Tyler ---- -d------------1932 85 74 2 Top, 2-inch casing 1.0 ---11.95 12- 9-52 10 12- 9-42 D
850-118-1 C. A. Maetthews ---d------------1L945 160 120 2 Top, 2-inch rasing 2.7 ---- 1.41, 10-23-54 320 10-23-54 D
850-118-2------------------ ----------------- -------------2 Top, 2-inch rasing 1.3 2 18.5 10-25-54 380 10-254 N




AGtA. FM IA U9 iIA~jZ I I 2rL 'ic
850-118-3 Florida Power & ............ *. 2 Top. 2-ioeh again$ 0.3 .... 1.9.5 10- 3-53 480 LO- 3-5S5
850-11 8-4 ... d 40. . . .. . .. . . . . 3 ... . .. . . 21 .. .. .. 810 10- 3-55 0
'850-11 3 W. W 0 1 .. . .. . 951 146 ... 3 Top of fla"Ie n 2.6 .... 2 15 2- 7-54 4 10 2- 7- 6 D
850-118-6 Olds & Williams ........ ... ....3 Top of too on 3. 2.2 .... 3.53 2- 7-56 440 2- 7-56 0
inch. casing
$50.118-7 ......... 2 ......... ..... ........ 430 2- 7-96 N
00850-118-S Wilson...................... ...........2................... ...........................430 2. 7-56 0
850-118-9 T, S. Lynch On@e 500.0 L932 M0 ... 2 Top, 2.inch valve 2.3 18.3 3.0 8-17-50 420 2- 7-36 D
2.1 2- 7-38
830-118-10 3. A. Bruce N. Stafford... .... .......2 Top, 2-tch dis- 2 2 ...- .7 2-13-56 71.0 2-13-36 D
charge PLpe
850-118-11 C. Matthew$ Ryon & Mays 1955 132 120 2 Top of elbow an .4 0... 4.14 2-14-56 320 2-14-58 0
casing
830-118-1 E. W. Willis Pletcher L908 150 --- 2 Top, 2-Inch 1.3 ---- 2.89 2-14-36 31C0 2-14-58
Coupling8 an
850-118-1 W. H, Naukins A. D. Rosier 1940 182 ... 2 Top, 2-Inch elbow 2.7 .... 2.55 2-14-36 290 2-L.4-58 0
650-118-1 ft. McKnney-----------------------------------2 Top, 2-Incb valve 1.2 -- 3.S7 2-14-56 320 2-14-58 0
850-118-1 Florida Power .-----------------1908 -....2 Top, 2-Inch valve 1.6 .... 2.1 2-14-56 2i9a 2-14-36 0
Light Co.
850-118-1 H. Guthrie A. D. Roster 1937 130 121 2------------------------- ---- ----------45a 2-14-36 0)
550-115- .7. C. 8.81-----------------------------2 Top, !educer on 1.4 .... 1.76 2-13-36 430 2-13-56 D
......... ....... 43a2-1356,
83011- '0 Nle-----------------------------------------------3I-33




Table 1. --Continued ~~n oioo~~ -ii zn non
IW%411 I I Clrs otn
850-118-19 C. Sohnson .........--- 1.65 --- 2 Top, reducer ont 2.2 *-- 0.66d 2-13-M6 460 2-13-56, 0
casing
850-118-2 F. Stewart Smnat Hamilton 1943 145 --- 2 Top, 2-inch elbow L.9 ---- L.6 2.13-56 450 2-13-56, 0
$50-118- 21 T, 1. Stewart ............140 --- 2 Top, 2-inch valve L.7 *.. .70 2-13-$6 460 2-036 0
850-118-2 J3. Brown, Ernest Hamilton 1937 135 --- 2 Top. 2-inch elbow 2.8 .... .02 2-13-56 450 2-13-56 0
650-1IS-2 R. 8. Bruce L. H. Daec.on 1955 160 --- 2 Top, elbow an 1.1 -- .91 2-14-36~ 440 2-t4-56 2
csing
850-1168 S. A. Bruce N. Stafford 1922 166 -.2 Top, tea an Casing .85 ... .95 2-14-56 460 2-14-56 It
850-118-2 E. Coo Ernhst Hamilton 1955 141 *.2 Land surface ...-- 8.31. 2-14-56 370 2-1.4-56 10
550-119-1 3. C. Steverson .........--- ---- 2 -------------- ...... 420 2-20-56 0
850-119-2 Barwick Ernest Hamilton 1855 146 --- 2 Top, 2-Loch valve 1.2 .... t.42 2-10-36 470 2-10-56 D
850-119-3--------d----------....-....----------------------2-----------------------------------------------450 2-10-56 3
851-050-1 Hlurray Fruit Co, 8. R, Wilson 1951 104 --- 2 Top, 2-Loch csing .7 It -2.4 It- 2-.53 1,150 1t- 2-53 N
-8.12 6-27-56
051-050-2 -....do------------------------------ ---- --- --- 3 Top, discharge 1.8 --------67 11-15-55 1.630 11-15-55 It
85L-051-1 Putman Grove---------------------------90 --- 4 Top. elbow on .0 ---- 6.1 I1- 3-55 2,250 'I1- 3-55 Is
0casing
851-051-2 -....d--------------------------------- 77 --- 3 Top, casing----------------6.8 It- 4-55 1,020 'It 4-55 Ir 3.0' baeo Land
surf ace
851-051-3 Z. C. Renshaw----------------------------------4 Top, 4-inich elbow 1.3 --- 2.78 11-17-55 970 11-17-55 1%
on losing
851-051-4 --------do-..-..... -....-........... -...-...-.-.4 Top, baas around .0 --- 4.35 11-17-55 1,410----------it
well casing




Ca A- ILA
$51-051-3 Oak Hill1 Citrus 6. Wilson 1921 141 ... 4 Top, 2-inch Lea 0.0 14 12 01-4120 81-4I Grove Aeon. 12 81-4120 61-4 T 51-052-1 Wright ......... ....... 111 Top, ilch pipe 1.$5 .. 5.8 L- 2-55 L,130 11- 2-55 N
01-1052-2 J1. Banks ............ 120 ... 2 Top of valve 1,2 .... 28$9 IL- 2-S5 446 U1- 2-55 0
851-10941 L.S.I.D. ......... 1930 110 62 6 Tap, 6..incli casing 2.05 47,8...6 .... . ..... W eWll plugged
651-113-1 Stans, Island .......... ......L Top of casings 1.5 ... ........ ... ....
Rotates
851-113-2 J1. Branham......................1955 5 2 Top. 2-Loch casin .40 .... .40 3-22-56 .......
851-113-3... ..................................... 8 14................... ................ ...........270 5-22-56
08$1-113-4...................... ...............-- 5 --lhg Top, pitcer pump 3.6 45 5-22-56.................
851-113-5-------------------------------------------2 1k Top, pitcher pumop 3.1 -12.5 5-22-56------------ Well abandoned
651-113-6 M. Pield Zrnes1 Hamilton---------------2------------------------------------------------30 5-22-58 D
651-113-7 Flowers-----------------------------67 --- 2 Top, discharge 2.3 1--I 5-22-56 30 5-22-56 1)
ApOUE on pitcher
Pu!'
651-113-8 A. Poole-----------------------1944 71 --- 2 Top, 2-Loch 2.7 -.. 8.4 5-22-56 170 5-22-56 D
reducer
831-114-1 Dr. G1lass-----------------------------------3 Top, concrete .9 13 ...............
basin around
wel
851-114-2----------------------------------------- -- 2 Top, east corner .3 .... 3M4 1-18-53 60 1-19-55 N
of concrete 3.1 9-30-55 70 9-30-55
basin around
we ,l
851-114-2 J,. T. Knight.................... ........ .... 2.2---------------------------------------------,060 5-22-36
851-115.1 Fla. Methodist---------------------------------------------------------------------------------------------Children's Rome.




WO MOT I.i6 eiL .. Cl~ aentet
851-118-1 a. W. Ilervish A. D. Rosier 1955 107 so Top, 2-inch ceiLang 0.6 23 -5.33 1-18-55 4L0 1-18-35 0
851-116-2 J. 0. Hodges .1. 0. Hodges 1947 170 2 Top. elbow, 1.8 ... 2.7 2- 6-56 430 2- 8-54 0
851-118-3 C. F. Stegner E, Hamilton 1950 148 --- 2 Top. elbow all 2. 1.5 ... 2.45 2- 8-56 -------- 0
inch casing
851-118-4 J. Gardner J. D. Hodges 1948 110 --2 Top, tee on casing 1A.... 1.6 a- 8-56 ------ -------0D'
851-116-S --do-----------------------------.---- --- Top, teaea casing 1.6 ... .83 2- 8-36 460 2- 8-54 S
851-118-6 Thurman------------------------------------ 2------------------- ---------------------------410 2- 8-36 D
851-118-7 R. Mlkes-----------------------------------2------------------- ---------- -----------------470 2- 8-54 0
831-116-8 Howlet Pletcher 1947 203 105 2 Top, elbow on 1.4 ---- ..05 2- B-56 440 2- 8-56 Is
casing
851-LIS-9----------------------------------..---- --------2 Top, teo oil casing 1.8 --- .97 2-18-56 200 2-18-56 D
851-114-iC J. D. Hodges W. Stafford 1927 170 2- 2----------------------------------------------440 2- 6-56 o
851-118-1- ---------------------------------- -----140 --4 Top, tee an casing 1.2 22 .85 2-13-56 450 2-13-56 0
651-118-12 H. T. Brown C. J. Jones 1836- 2 Top, discharge .4 ... .11 2-12-56 470 2-12-56 0
pipe
851-120-i-----------------------------------------------------------------------------------------------1,2802802--1--6
851-120-2 Sucatach-----------------------------------2------------------- ----------------------------8o 2- 1-56 8
851-120-.3 J. McAllister---------------------------------2 Top, tee on casing 3.0 --- 5.3 2- 1-56 1,030 2- 1-56 0,8
851-120-4 P. V. Proctor A. C. Jones 1946 135 --2 Top, elbow on 3.1 --- 4.85 2- 1-56 570 2- 1-56 8
casing
852-050.1 0. B. Lopez----------------------1935 116 2. 2------------------ ---------------------------- 11I- 1-55 D
632-050-2 H. 0. Lopez Wright Bros. 1941,118 2- ....--------- ------ --------------------1.780 I1- 1-55 N
832.-D50-3 Putman Groves---------------------184378- To.3icceng 0 6. 1-3-3 .401--5 I




Water level Chloride cotn
52452-1 W.Dbis ......... 11 4 Top, rducr an 1.0 ... 1.25 11-15-55 550 11-15-55 If
852-115-1 H. Server Al D. Roster 1955 130 118 2 Top, 2-inah gaming .0 ....1 1-17-55 10 1-18-55 D
852-115-2 Fla. Methodist ........ ... ....4 TOP, coming .5 .... 5.76 9-30-S5 70 9-30-55 N
Children's Hams
852-115-3 ....-do ..... ........ .. 2 ......... .. ..... .... 80 9-30-55 N
852-116-1 D. A. Teeter............................. ....2 Top, to@ on casing .5 .... 4,87 2-20-56 170 2-20-56 D
852-116-2 W. H. Taylor Hodges 1949 145 ... ................................ ...........110 2-20-56 D
852-116-3 B. LeROY F. F. French 1953 .. 2 .. ................................. ........................C
852-116-4 Rt. Feyl Hodges 1954 146 ... 2.................................. ...........130 2-20-56 0
852-116-6 J. L. AlVore: F, F. French 1951 16. 2 Measuirinlg point is .0 .... 6.17 2-22-56 L40 2-22-36 D
%he we~ll
852-117-1 V. Gurucharri---------------------150 10! 3 --------------------------------6 16 -19-55 1)
862-117-2 C. GOndat F. F. French 1955 -... ------------------... ---------------- ----------- 10 3-22-56 D High iron content
852-121-1----------------------------------------... .. .. .. Top, ceenot slab .7 .... 6.5 1-31-56 1,700 1-31-36 N
over well
853-051-11 R. J1. Huskey .4. Miller 19531 81 --- 12---------------------------------- ---------- 410 10-2655-




s, NnEu rin L. o,
-ae lee Chiride content
S11
853-451-2 A. Subart ......... .. 145 --- 2 Top, 2-Inch caninS 0.0 .-.- 0.00 10-26-55 -.... IV
853-053-1 P. Raid ......... 1908 2 Top, cement block 1.2 3.35 11-17-55 490 11-17-55 Ir
around well
853-053-2 Bron & Copeland ......... 1938 223 115 4 Top, concrete base 1.2 --- 3.83 11-17-53 ~50 11-17-35 Ir
Co. around wail1 caning
853-053-3 .... do-----------------------------1938 173 --- 4 Top, 4-inch tee an 2.5 ---- 1.67 11-17-55 430 11-17-55 Zr
1853-054-1 Hi. Suedley---------------------------162 ..4 Plange, top 4-inch 2.4 --- 1.00 12- 5-55 210 12- 55 %r
valve
8533-117-1 Plantation Estates 1. 1. Prench 1955 125 65 2 Top, 2-inch cAainS .4- -31.15 1-19-55 10 1-19-55 D
853-118-1 Miller ....-do----------- 1953 133 80 2 Top. 2-inch teeing .5- -41.93 1-18-355----------------0
853-120-1 B. Good------------------------------------2 Top, 2-inch elbow 1.2 -- 8.8 9-29-35 2,100 9-29-55 N
854-049-1 F. Dicktinson P. Dickinson 1935 8 8 it ---------------------------------------------1,870 10-23-33 D
834-049-2 K. Proctor F. Dickinson 1928 8 8 Lk .................------------------ -----------340 10-25-33 D
854-049-3 j7. Walsh J7. Walsh 1938 8 8 1k Top, pup bane 2.7 -... -6.35 10-25-35----------------854-049-4 ---- do ---------------.do-----------1940 10 10 1k ..---do-------------2.6------------ ----------1,710 10-25-55 D
854-051-1 H. a. lurch-----------------------------------11 TOP of Comeing 3.5 ... 3.3 10-18-55 780 10-25-35 N
054-051-2 II. P. aeffords McClean 1935 120 2-------------------------------------------------------------834-053-1 S. Clinton-----------------------------------2 Top, 2-inch valve .3 ... 1.4 10-11-55 300 10-11-33 N
854-053-2 lrono & Copeland--------------------1938 280 215 4 Top, 4.inch elbow 3.5 ---- 1.95 11-17-55 330 11-17-33 It
Co. an casing
854-054-1 A. R. Ivey---------------------1934 106 3 Top, 3.4nch elbow 1.4 ---- 2.9 12- 7-55 80 12- 7-55 Ir
on caa5.a&




SolAL mesuin dr t.La thlorids -enonn
634-05S-1 H. L. Haughtos---------------------1940 15 ... 4 Top, 4-inoch valve 2.2 .... 2.11. L0-18.55 10 10-16.33 tr
on csing
B34-055-2 0. Backi....................... .... ....... 3. ........2.... ... ...........
854-0553 ....do ............................ ........ ....4 top, 4-inch elbow .3 .... 3.2 12- 7-55 50 12- 7-55 Ir
*A Gasing
854-055-4 .... do.......... ................. .... ... ... .... do .*~ ....... ... 1,7 12- 7-55 90 La- 7-35 I:
854-055-5 ....do ............................ ......90 ... 3 Top, uement pump .7 a 1.3 12- 5-55 70 12- 3535 it
bass
854-103-1 V. Z. Kiroloaff A. 0. Roster 1956 250 105 6 Coupling on top .7 26 -12.37 4-18-56 40 4-18-56 ir
- of asenj
854-103-2 ...do ............N. 0. Lang 1956 150 100 4 Too an top of 1.2. .14.00 4- 5.56 30 4-18-56 Zr
GAMiVA
854-117-1 FLA. rast sarvi---------------------1 25 .-- i -----------------------------------------------0 4-29-57 D
853-051-1 H. jones------------------------------------- Top. 6-inch caming .4 3 5.74 10-14-55 620 10-24-55 0
855-051-2 ----8------------------------------------------..2 Top, 2-imch double .9 ...- 6.03 10-25-55 610 10-25-55 0
855-051-3 -...----.......... -...............-.-..--------2 Top, 2-inch tee on 5.0 ---- 3.90 10-25-55 620 10-25-55 0
855-053-1 S. Clinton----------------------1929.. ..2 ----------------.. 1.6 ... .87 10-11-55 130 10-11-5S N
55-053-2 ---o........ d ----- ------------ ....3--......--------------------------------------250 10-17-55 N
855-05-1 .1. M~lellan--------------------- ------10 --- 4 Top, elbow on 1.8 ---- 2.2 12- 3-$3 130 12- 5-55 ir
casing
355-117-1 W. M. ?oastr---------------------------97 --- 3 Top, puop base 1.9 75 -59.6 11- 4-33 20 LI- 4-53 H
816-049-1 F. Robaesn Dayton& pump Co. 1955 131 120 2 Tap, 2-inch mdncer .4 -... 3.14 10-26-53 5,600 10-26-55 H
on caingIS
856-049-2 ............---F. gobareon 195 8 48----------------- --------------------------.. 1 10-2-53




gp easuri,2a lit~f~.
Water level 'chlorir content
05
8560 22 H nahS .- j ~ ~'6-052-1 8, L. Clinton ....* ....-. 1913 90 ..- 2 Top, 1%-inch elbow 21 - 3.21 10-24-55 1,030 10-24-553 X
85-5- omahS .Wilson 1931 113 -- 3 Top, reducer on 3- 1,0 .... 3.11 10-24-55 1,030 10-24-33 D
inch casing
836-032-3 Godfrey Fish Caop ---------- 2 Top, 1-inch elbow 1.1 ---- 3.42 10-24-35 320 10-24-35 0
836-052-4 A. 0. Itch ......... 1930 143 ... 3 Top, casing .0 -_. 2.4 12- 8-5 460 12- 8-33 D
856-052-3- ----------.. ----------------- 1950 133 --- S Top, 4-inch elbow .9 ---- 4.75 12- 8-35 450 12- 8-35 a
856-036-1 0, Ewele------------------------------------ 14 Top, 1-inch die- .0 .--- 2.8 10-14-35 60 10-14-33 Ir
charge pipe
856-117-1 orange City Mineral ----------------- -----188 10 Top, pup pit .0 37 -21.3 12- 73------- ----------In
(.71 Springs Co.
857-050-1 Bathune Beach Hotel-------------------195S 100 --- 2----------------------------------------------18,200 10-28-53 P 3 wells in nanifol
37-050-2 SathuneRah 1Wlac 1935 15 13 1h----------------------------------- ---------12,400 10-2353 P
AMUsenat Perk
857-030-3------------------------------------------17 17 14 Top, ltijerk uing 2.8------3.99 10-28-53-----------------N
857-056-1 0. C. Beck---------------------------120 ... 2 Top, casing .0 3.03 12- 5355 60 12- 5-35 Zr
857-056-2 -do--------------------------- -----185 ... 3 Top, 3-inch tee on .5 7 4.33 12- 5-53 60 12- 5-55 Zr
casing
857-036-3 -- o--------------------------- ---- ---------2 Top, i-incti tee 1.2 ---- 3.63 12- 3-53 60 12- 5-55 Zr
837-036-4 -- o--------------------------- -------------6 Tsp, 6-inch tee 1,4 ---- 3.0 12- 3-55 60 12- 5-55 Zr
837-103-1 State Road Dept. U. S. Engineers 1933 121 113 6 Top, 6-inch Celing .0 33.9 -8.07 10- 8-50-------838-054-1 J7. H. Monehen West & McGinnis 1933 30 30 14 Top, 14-inchmuaing -.0 -_- 4.0 11- 55 200 11-19-33 0
858-113-1 Town of Lake Heleo Grey Artesian Wll 1924 480 90 10 Land surface at .0 56-------------------10 112150D P
Co. well




St at- W eve Ca~hlorl gcontent
well
858-20-1T0 BocumT,.L.Daeon 953135- ,ToLelbw 18 ...n.01953-61005115-6.5-1132To Wet elboAw 1.8c194.40.10 16.0n 1-16-56t .0 8201431.. 10-56... D
858-120.2 C. W. McCorm~ck ......... .. 160 ... 2 Top, too 6.0 ... .30 1-16-56 810 1-16-36 s
859-054-1 City of Edgewater.......................... .....Top, discharge 2.9 6 2.45 12- 9-54 280 12- 9-54 14
pipe 1,3 12- 8-55 27C 12- 8-55
- .44 6-27-56
659-054-.2 L. More L. Dandervoid---------------TOP, l'n-Inch elbow 2.8 .... 1.35 12. 9-54 290 12- 9-54 11
P6859-054-3 H9. P. Wilkinson ....-d............1910 120 108 2 Top, 2-inch tee 2.5 ---- .05 12- 9-54 390 12- 9-54 M
859-054-4 B. Smith ....-d------------1910 187 113 3 Top, 3-inch teo 1.4 .... .27 12- 9-54 380 12- 9-54
859-054-5 A, L. Roberte Thompson 1947 360 4 Top, 4-inch .453 .- 2.68 12- 9-54 210 12- 9-54 D
coupling
859-054-6 L. A. Milanich--------------------1900 Top, concrete bees 2.1 13.20----------------------------------Owner reports well
flown inter,Oittently.
059-054-7 Indian River Ca----------------------------------3 Top, 3-Lacb elbow .7 ---- 1.27 12-27-54 8 12-27-34N
Co.
859-054-8 14. Lkes ......... 1920 94 --- 3 Top, 3-inch .5 9 3.01 12-28-54 9 12-28-34N
reducer 1.29 12-14-535 12-14-355
859-054-9 N., Brown Daytona Pump Co. 1955 150 110 2 Top, 2-imcb caning .0 12.05 .84 11-10-55 260 11-10-55
859-055-1 City of Edgewater A. D. Rosier 1957 231 89 2 Top, 2-inch adding 1.0 11 .82 11-21-57 G 11-21-37 T Well cuttings
859-055-2 ---- do ---------------- do----------- 1957 177 89 2 Top, 2-inch coeing 1.0 1.10 11-25-37 6 11-25-57r Do
1.04 11-27-57 6 11-27-57
859-035-3 ---.-do----------------.do----------- 1957 181 88 2 Top, 2-inch casing 1.0-------------------------6C 12- 4-57 T Do.
859-055-4 ...do-.... -..do-----------1957 177 88 8 Top, B-inich cas ing 1.0-------------------------- 12- 6-57 Do.




Table 1.-- Continued
V~ Ca ni N_-epsUrinR VO5~n
- ~ ~ ~ In a~ We~~v 1 -146-i~ cooteot
859-056-1 Harper ......... 99 ... 2 Top, coupling an 1.5 --- 4.25 12-20-54 7 12-28-54 It
2-Loch casing
859-056-2 S. E. Shepard 8. Wilson 1949 110 90 2 Top, 2-ioch .5 8 5.15 12-28-54 7 12-28-54 D
reducing elbow
859-057-1 City of Now Smyrna .......... .. . 6 ......... ................. ..
Beach
859-057-2 ....-do ..... ......... ..... ..6 --------- ................. .....
859-057-3 ---- dor ..... ........ .. . 8 ......... .........5.... S 6-22-55
I-'859-057-4 -...-do .. .. . . . . . . . 4 . . . .. -- - -- - - -- -- --
819-057-5 ---- do------------Laye-Atlatic: Co. 1925 190 78 6 Top, 6-inch casing .0 18.20-----------------------------..
859-057-6 ....do--.-.......-..-..............-.------------6 Top, 6-inch casing .5 -- 19.19 6- 2-55 6- 2-55 P
859-057-7 --..-do------------------------------------------ 6 Top, 6-inch casing .85 -....12.71 6- 2-55------- -------859-057-8 --do - .. .. .. . . .. --- -- -- - -- .. .. .. . .. .. ... .....
859-117-1 Chimooey Corner A. C. Jones 1954 185 63 3 Lend surface .0 51.78 ------ ------------10 1-18-55 P wll cuttings
Restaurant available 859-117-Z Delaod Country Glut Central Fla. Well 1956 340 107 10 Lend surfae .0 73 -65.67 4-23-57 710 4-23-57 Ir Drillers, Inc.
859-117-3 ---- do----------- -----do -----------1956 165 105 6------------------------------------------------1 4-23-57 Ir
859-120-1 C. N. Clifton T. C. Yelvioscon .... 100 96 2 Top, Lee on dis- 1.3 .21 9-27-55 1,32 9-27-55 S
charge pipe
859-120-2 T. Plovers S. Namilton .... 182 4 Top, tee on casing .2 2.9 9-28-55--------------- .
859-120-3 ---- do------...--- ---do------------186 6-----------------------------------------------1,20C 9-28-558
859-120-4 Labs Bsreeford---------------------1945------------------------------------------.......... 1,20C 9-27-55
Yacht Club




Tablie I-. C~ntinue4 _____M5-120-5 W. Pocden ............ 230 ... 4 ......... .. ......... ... ....
859-120-6 *-- .... ............ 148 2 Top, 2-inch tee 1.8 .. 6.5 1-11-56 1.210 1-11.56 q
859-120-1 Lowery ......... 1950 .. 4 Top, 4-Lach to, .6 -.. 8.7 1-16-56 1,220 1-16-56 2
859-120-8 0, Hendery ......... 1900 ....3 ........ ... .......... 1,050 1-16-56 2
859-120-9 -o..... ......... 1900 .. 2 ......... ..... .. .... 7 .65
859-120-1 0. Atwood .........1950 130 ..2 Top, too .6 ..-. 1.5 1-16-56 810 1-16-56
859-120-11 ................................... .... ........3 Top, 3-inch tee 1.2 ... 2.8 1-16-56 920 1-16-56
00859-120-12 P. Watts L. H. Demon 1935 116 ... 2.............. I...............................60 1-24-56
859-120-13 N. Johnson S. Hamilton 1953 140 ..2-----------------------------------------------000 1-24-56
859-120-14 R. Witt T. 0. Yelvinaton 1955 116 ... 2...................... .... .... ..... ........8$00 1-24-56o
859-120-1 R. T. Stevens.................... ...........2..---------------------------------------------760 1-24-56 1
859-120-16 R. Frisson S. Hamilton-----------------2----------------------------------------------780 1-24-56D
859-120-17 P. Watte L. HI. Daemon 1955 148 ... 2 Top, 2-inch elbow .9 6.5 1-24-56 1,190 1-24-56
859-120-1-----------------------------------------115 ... 2 Top, *2-ncbmoducer .0-------32 1-26-56 1,140 1-26-56
an easing
859-121-1 F. Mkieer---------------------------------2 Top, concrete well .3 ---- 5.85 1-25-56 870 1-25-56N
bass
SS9-121-2 0. strong---------------------- -----------2 Top, 2-iLoch tee an 1.5 .... 5.5 1-25-56 1,500 125-56D
acoming
859-121-3 A. Campbell--------------------------140 ...4 ...........- - - - --........ 960 1-25-56
859-121-4 8. Hatch------------------------------------ 2 Top, 2-inch elbow .8 .... 5.95 1-25-56 1,350 1-25-56 I
an casing
8 9-121-5 1.Studeamite-------------------




Table 1. --Continued-
a nj .... -grn nW~c lChloride contend
B59-121-6 .7. Solcotcrer ........ ..... ..3 Top, 3-ioah caing 1.2 17 -1.39 1-16-56 ....----3,.42 5-10-57
339-121-7 -..- -...... .......o ... 208 ..2 Top, coning 1.0 ...-1.3 1-14-56 1,220 1-16-36
939-12L-6 ...--do ..... ........... ... 4 ......... ..... ... .... ....... N
59-121-0 ...d-...... ....d ..... .. 105 -.. 6 TOP, Casing 2.6 21 -4.51 1-20-. .... .... N
-4.68 5-10-57
59-121-10 0. S. Avery L.. M6. Deacon L93 130 ... 2 Top, elbow 1.2 .. 3.67 1- 5-56 1,700 1- 5-58 D
59-121-11 L. D. Hont -..da .... 935 1135 2 ......... ..... ..o....... ...
39-121-12 J. schavierer ..do----------. 95 108 .. 2 Top, elbow on .9----------5 1-11-56 1,260 1-11-36 D
Gmming
59-121-13---------------------- do------------L955 110 ..2---------------------------------------------1,240 1-11-36 D
39-121-L4 C. C. HoCaii .. d...........--935 110 ..2 ......... ..... ... .... ........
58-121-15 J1. Schmierer ... -----------. 955 110 .. 2----------------------------------------------------...0
.00-0514-1 X. P. Allison Daytona, "u Co. L953 133 93 2---------------------------------------------170 12-30-34 Ir
900-054-2 H. A. Adams . ille11r L954 143 100 2 Top, reducer on .0 --- -.3 1- 5-35 so 1- 3-53 D
900-055-1 K. W. Musson K, W. Musson 948 135 90 2 Top, tee on csing 1.2 .--. 1.6 1- 4-35 270 1- 4-55 N
900-035-2 .--- do----------------do ..........--953 133 80 2 Top, 2&Inch tee 1.1 .... 2.34 1- 4-53 160 I- 4-3S Zr
00-035-3 .... do.--------------- do,..........--950 135 90 2 Top, 2-inch toocc ..- 3.03 1- 4-53 220 1- 4-35 Ir
00-053-4 Dodson ...do-------------947 131 90 2 Top. 1-Ioch elbow 2.6 .... 1.15 1- 4-55 280 1- 4-55 N
00-055-5 0. E. Dixon-----------------------------------2 Top, caving .5 ..-. 3.2 1- 6-55 1,300 1- 6-35 8 Wall Partially
00-056-1 J,. L Sorrel----------------9001103 ... 2 Top, P-toch pipe .6 .... 2.63 12-28-54 200 12-28-54 N lge
00-056-2 .C. B. JTones C. Luteo 954 103 82 12 1Top, 2-inch caning 2.0 17.82 2.81 12-30-54 70 10-30-54 0




900-056-3 ......... ......... .. -. 4 Top, 4-mobh elbow 1,7 .... 1.64 1- 3.55 60 1- 3-55
900-056-4 P. Smth ........ ...187 ..4 Top, 4-ioch too 1.9 .. 1.6 1- 3-55 310 1. 3-35
900-056-5 Ashley ......... ..... op, 3.0nch caing .3 .. 3.20 1- 3-55 1,310 1- 3-55 N
900-056-6 Shadlon ......... .. 91 .. 2 Top, tem 1.3 ... .37 l- 6-55 130 1- 6-55 S
900.07-1 0, Wilson ......... ..... a. Top, eaing8 .0 ... .81 9-24-54 ......... N
900-057-2 ... do..... ........ L91C .. 2 TOP, elbow 1.4 .... L.48 9-04-54 120 9-24-54 N
900-037-3 Z. A. Rogers J. Millert 1934 133 100 2 ......... ..1.. ....... 20 10- 6-54 0
0900-037-4 H. C. 10007. A. D. Rosier 1951 130 100 2 Notch out in post 2.83 .... .53 10- 6-54 30 10- 6-54 8
which supports a
discharge pips
900-057-5 M. T. Walksr J7. Miller 1934 110 84 2 Top,' I.nch .9 .... 4,55 10- 6-54 7 10- 6-34 D
red. 1
900-057-6 A. N. Honst C. Lutz 1954 135 84 2 Top, tee 0n casing 2.4 .... 3.90 12-28-34 12-28-54 0
900-102-1 R. Flindoll A. D. Rosier L953 125 ... 2 Top, 2-inch casing .6 24 -1.6 11- 3-53 2 11- 3-53 D
900-103-1 J. Searle -....do----------- 1953 125 100 2-------------------------------------- ...... 1 9-22-54 0
900-103-2 S. Platteo-----------------------932 187 --- - - - - - - .......... ..... 2 9-22-34 D
900-103-3 N. Macbob S. Wls1on 1926 143 75 4-----------------------------------------------1 9-22-54 0
900-113-1 M. Linoico A. 0. Rosier 1930 116 ---------------------------- ---------------...... 1 9-21-54 0
900-120.1 N. Held------------------------------------3 TOP, 3-inch elbow .8 ---- 3.18 1-26-36 97 ---900-120-2 C. Dowling S. Nanilton 1951 .120 ..3 Top, 3-Loch elbow 1.0 .... 2.0 1-26-56 1,08 1-26-58 0
900-120-3 0. Thomas ---- do-----------1945 1110 ..3 Top, tes on easing 1.4 .... L.26 1-26-56 2,10 1-26-56 8
900-120-4 ....do----------- ---- do----------- 1953 90 ... 3 Top, tee 0n caing 1,3 --- 3.95 1-28-56 1,22 1-26-56 S




Table 1. --Continued
49 gt o t Wacoe level Chloride content
A I
90D-120-5 H. Ic~illen ............ -. 3 Top, elbow on 0.3 .. 2.9 1-26-36 1,830 1-26-36 0
Oda ins
900-120-6 0. Flowers I. Hamilton --.. 50 --. 2 Top, valve 1.2 ... 3.3 9-28-55 2,120 9-28-33
900-120-7 0. W. Tomlineon ----------.. -. 3 ......- ... ...................
900-120-8 ...--d----------- ------..-----------------------..2 Top, tee on caing 1.0 .30 1-26-56 2,150 1-26-56 S
900-120-9 Fournier .... ..... .. . - --- ---- .. .. .. .... ...
900-120-1-------------------1L. KI. Daeacon 1953 110 --- 2 Top, elbow on .3 .. 4.33 1-11-36 1,300 1-11-36D
pi900-120-1 j, v. Hunt ---- do ------------1935 115 --- 2---------------------------------------------1,260 1- 5-56 D
900-120-1 L. D. Hunt ...-do-------------1933 115 ... 2 Top, concrete baee .6 ... 3.6 1- 3-56 1,300 1- 3-56 0
around well
900-120-1 H. Weodling --..-do------------1955 130 ... 2 Top, 0-inch elbow 2.1 3.77 1- 3-36 1,44 1- 5-36 D
900-120-1! 0. A. vanaleave ---- do ------------1935 128 ... 2 Top, elbow on 2.75 ... 2.18 1- 5-36 1,29 1- 3-56 D
easing
900-120-1f ----do ---------------- do ------------1936 130 113 2 Top, I-inch caesing 1.7 7.92 2,4 1-17-36 1,29 1-17-36
900-120-11 H. Jones ---- do ------------1933 197 ... 2 Top, 2-inch elbow 1.6 ... 2.66 1- 5-56 1,32 1- 5-36 0
Is
9 0 0 1 2 0 -1: . F l os at d R y a n 1 9 5 7 9 0 2 T o p L i oec h . iz4 .4 2 1 .9 8 2 4 357 8 8 2 4 357 T
90-2- ----do------------do. ----------- 1937 61 43 6 Top, 6.onob .3 21 -9.73 2- 4-57 6 2- 4-37 0 Well cutting
M available
900-120-21 ----do---------------..do------------1957 74 66 3 Top, L6501 casing .8 21 -9.70 2- 4-37 6 2- 4-57 T
900-101-1 D. orders-----------------------1951 132 ..3 Top, 3Ln~h tee 1.5 ... 6.13 12-15-33 2,30( 12-15-33 0
900-121-2 R. Davy L. 1, Daeacon 1954 96 ..2----------------------------------------------1,35C 1-16-33 0
UL-1213 10. H. Rhafetal 6-------------193 .98 2 -------- .... ........... ....




Tabe I-Continued
900-121-4 J, 1. Schmierer A. C. Jones 1954 150 4- Top, discharge 0.6 .... 0.60 1- 5.56 1,360 1- 5-56 M
pipe
900-121-5 ..-.. do...... H. Deason 125S 80 ... 2 ......... ..*......... 1,310 1- 5.56 Zr
900-12L.6 Z. Cooley *...-d-....-. 1954 120 .. 2 Top, tee 1.6 .... 1.65 1- 5-56 1,550 1- 5-56 D
900.121-7 HI. Huber ...-o-....... 1954 90 ... 2 Top, too on casing L.4 -.. 1.32 1- 5-56 1,400 1- 5-56 01
900-121-8 N. Hutchinson ......... 1935 130 --- 2 ......... .. ..... ....... .... o
900-122-1 Uione ............ . 6 Top, caeing 2.5 ---- 10.6 9-27-55 940 9-27-55 D
N 900-122-2 H. Spears L. H. Denson .... 124 115 2 Top, too .0 14 4.92 12-15-55 1,520 12-15-55 D
N 900-122-3 X. II. Hickey D. McDonald 1954 142 127 2 Top, Lee .7 ... 12,6 9-27-55 470 9.27-55 0
901-053-1 X. W. Musson K. W. Muosson 1940 110 90 216 Top, casing .22. .-- -.32 5-11-35 1,40 3-11-55 1;
901-054-1 ....-do---------------..do-----------.1930 93 90 216 Top, toe on coming 1.10 ---- .73 5-10-55 1,400 5-10-55 Zr
901-054-2 ---.-do ---------------.do-----------.1940 130 90 2 Top, 2-Loch elbow .7 .... .61 5-10-55 1,500 5-10-55 Zr
901-055-1 Z. C. Bellinger'--------------------1930 X38 105 4 Top, 3-Lnch elbow, .8 -.. .90 9-22-54 1,200 9-22-54
901-055-2 V. 1. Minton a. Wilson 1950 107 100 2 Top, 2-Lnch too .95 ---- 1.33 12-27-54 75 12-27-54 D
001-055-5 City of N1ew Smyrna------------------1L910------------Top, 1-Loch 3.6 11 .82 12- 7..54 1,04C 12- 7.54 11 Well partially
Beach discharge pipe -1.72 6-28-56 plugged
-2.06 2-28-57
001-055-4 ----d----------------- ----------.....1952 98 --- 6 Top, 6-Lach 1.2 ..-. 1.54 12- 7-54 1,350 12- 7-54 Ir
coupling
901-055- ,do--..--.----------------------1952 109 ..6 Top, 6-Inch casing .0 -..- .7 12- 7-54 1,350 12- 7-54 It
901-055-6 ---- do----------------------------- 1952 110 .-- 6 Top, 6-Inch .5---------59 2- 3-55 1,550 12- 7-54 It
coupling
901-055-7 ---- do----------------------------- 1952 109 -6 Top, 6-Loch 2.0----------------------1,50C 12- 7-54 It
901-055-8 ---- d- --.. ----------1952 107 ..- 6 op i c asing .15---------------------3,50C 12- 7-54 Ir




V CalA Mogsuringa t
* -Water level chloride content
901-055-9 L. 1. flousoll ......-..... . 3 Top, valve 0.5 --- 1.55 12-30-54 880 12-30-54 Ir
901-055-1C J. Wooden ...........- 105 --- 2 Top, 2-Loch .2 .... .34 1- 5-55 1,290 1- 5-55 Ir
discharge pipe
901-055-11 M. Itlintworth---------------------1910---2 Top, reducer an .3 --- 4.02 l- 5-55 690 1- 5-55 Zr
casing
901-055-12 City of Wow Smyrna Layne-Atlantic CO. 1941 ipoS 130 12 Top, 12-LnchOROLVE .0-----------------------16,000 1- 6-55 P
Beach
901-053-13 White Send P P. ?rench 1954 218 90 6 Top, 4-inch too .90 .00 O 1- 6-55 5,25C 1- 6-55 in
Material Co.
w901-055-14 W. A. Vanmest .7. M. Millerc 1954 180 90 2 Top, elbow .1 .... 2.08 1- 6-55 1,280 1- 6-55 IT
901-055-1! A. M. Roeetrew Yelverton 1956 114 110 2-----------------------------------------------840 7- 356 Ir
901-056-1 W. E. Swoote C~ Wilson .... 150 '--- 2 Top. casing .0------.75 9-16-54-----------------M
901-056-2 City of New Smyrna-------------------------------3 Top, casing .3 .... .57 9-22-54 68C 9-22-54 N
Beach
901-056-3 P. Wrocoian 8. Wilson 1920 100 ... 2 Top, reducer .8 ...- 1.10 10- 7-54 10 10- 7-54 N
901-056-4 1. Powell J7. M. Miller 1954 110 87 2 Top, 2-inch tee .65 ... .96 10- 7-54 29C 10- 7-54 0
901-056-5--------------------K. W. Musson .... 145 --- 3 Top, S-inch casing 1.3 ---- 4.00 12- 1-54 23C 12- 1-54 N
901-056-6 1. C. Borrow J. N. Miller 1948 138 --- 2------------------- ----------------------------43C 12- 2-54 a
901-056-7--------------------C. Lute .... 135 --- 2ig Top, ig-inch .0 ---- 1.78 12-30-54 1,70C 12-30-548
discharge pipe
901-056-8 0. R. Wickersheam S. Wileon 1940 90 ... 1ii Top, tee on casing .7 ---- .68 1- 3-55 1,81C 1- 3-558
901-056-9 0. Wood-------------------------9209 -. 2 Top, 2-loch elbow 1.5 ---- .66 1- 3-55 76 l- 3-55 Zr
901-036-1C T. L. Murphy----------------------1910 -- 2 Toi2-ic 1.4 -... .60 1- 5-55 46 1- 5-55 D
lf~lU1 Q.Z~i....... ....-- -- -- -- -- -2T.,2-nc.c...0-.3 9-25-54----------




-I,_ C_ _lrd content~r
01-057.2 C. Wilson...................... ..........2.................. ..................170 9-24-34 D
01-07.) H. 0. Brown ......... 923 180 ... 4 Top, 2-inoh valve 3,0 12 4.0, 8:-13-34 210 10N 7-34
01-037-4 0. J. OSLi~re ......... 950 200 ... 3 Top, 2-inrch 2.3 .... 2.4 1- 7-54 210 10- 7-54 Zr
01-07-5 -...-do ...... ........ 950 200 ... 3 Top, B-ec 1.3 .... 3.85 10- 7-54 220 10. 7-54 Zr
dL.h'Ahur' pipe
01-058-1 1. Libby I. Wilson 944 136 --. 3 ......... .. .. ....... 120 9-22-54 Zr
01-058-2 C. M. Smith A. D. Rosier 947 165 90 4 ......... ... ...................
01-058-3 J7. Drnes ......... 920 120 ... 2 ......... .. ... ........ 160 9-30-34 D
01-058-4 8. D. Scofield ......... 925 160 100 4 ........ .. .. ....... 160 9-30-54 D
01-058-5 P. J. lovab..........................115 ... 2.................. ...........................70 11-16-54 0
01-059-1 P. A. Miller.......................948 112 ... 2.................. ...........................30 11-16-54 o
01-101-1 a. N. O'Reilly A. D. Rosier 950 141 ... 4 'Top, 4-inch coming 1.7 30 -9.43 12- 1-34....... ..........a
01-102-1 W. 8. Mushe 8. Wilseon 941 130 -- 3...................... .... .... ...... ........ 20 11-24-54 D
01-102-2 J7. Teheuts J. W. Killer 934 130 103 3 Land surface .0 .6 11- -54 20 11-24-34 D
01-102-3 A. 8eufert A. D. Rsier 9A4 127 ... 3.................. ............................20 11-24-54 0
01-102-4 S. a. Auti ..---do............948 133 --4 Top$ horizontal 1.6 5-- -.34 11-24-34....... ..........Zr
1!1m harge pipe
901-102-5 ----.do................d.............947 117 --3 Top, 1-inch nipple 2.1...... .3.44 11-24-54 20 11-24-54 Zr
901-106-1 .7. MoLarty a. Wilson 952 143 --- 3.................. ...........................10 9-21-54 0
91-109-1 P. Smith ---- d.............949 1S0 --- 2.................................. ...........50 9-21-54 0
40 11-11-54
10111-1 Ima -- --------- -924,158 -- ..--------------------------------------------10 9-21-540D




Table 1. -Continued
j j j eurle Wate Level ghlonin content
I i II '.I K; I
901-117-1 city of Deaed Layne-Atlantic Co -.-- 275 ... 12 .....0... 4-... ........ 71 .22-57 P
901-117-21 --- d ..... ..d-.... 1952 722 246 10 Top, cagin .0 38.06 .... 71.9--55..
901-118-1 ...-o - d-.... ...d ..... 1924 292 --. 12 ......... .. 54 -42 -24 g0 4-22-57 P
-4o.9o 4-22-17
901-118-2 ---- d----------------do------------1924 275 --- 12-----------------------------------.......... 20 4-22-57 P
9D1-119-1 Parrish Frit Co. Farm & HOe Equip- 1955 548 170 12------------------------85.88-------------------10 4-23..57 P
sent Co.
901-122-1 W. L. Hargrave L. H. Deacon 1955 110 --- 2 Top, 2-loch 1.5 ---- 10.4 12-15-55 2,25 12-15-55 8
901-122-2 R. F. orowdy----------------------1951 145 --- 2 Top, 2-lch .1 .... 11.4 1-13-56 1,91 1-12-56 0
902-054-1 P. Nixon------------------------1940 125 ..2---------------------------------2 -47. ......r....
1,070 4- -48
902-054-2 B. Ludwig-----------------------1950 89 -. 2 Top, 2-luck coming .1--- -----.36 5-10-55 1,70 4-10-55 N
902-054-3 H. Barney----------------------------92 3 Top, 5-Luck tee 2.2- -2.15 3-10-55 1,50 5-10-55 N
902-055-1 0. m, Poole N~e 1924 144 ---Top, coupling .7---------57 11-30-54 7 11-50-54 D
902-056i-1 W. 2. Swoede A. D. Roster 1944 151 --- 4 Top, 4-inch caoing .0---------1.04 9-16-54-----------------It
902-056-2 H. W. Smulch----------------------1920------------------------------------------------------16 9-16-54 0
902-056-3 City of Noew Smyrna--------------------1949 101 --- 4 Top, valve 2.5 ... 1.17 9-25-54 42 9-25-i4 Zr
Beech
902-056-4 ---- do---------------------------------------------Top, 1-Inch----------------.25 11-30-54 61 11-30-54 N 0.3' below land
discherge pipe Ieurfc 902-029-5 1. C. Barrow 3. Miller 1949 95 ... 1 Top, cactus .0 ... 1.0 12- 2-54 48 12- 2-54 'S
902-057-1 0. H. Mllonee B. Wilson 1950 93 90 2 Top, coupling .85---------94 11-23-54 411-2540
902-057-2 L. F. Williams eta 1942 J20 2 Top, elbow 3.1 -- .41-25 31-55




902-057-3 Tumblin ... ........ 122 ... 2 Top, tag 2.6 ... 1.71 11,30-54 220 11-30-54 0
902-059-1 X. A. Cloud a. Wilson 1945 120 *. ... .................... .... .... ...... ........ 100 11-16-54 D
902-059-2 Spradley ....d............ 194.5 120 2.................. ................. ...........240 L2- 1-54. 0
1902-059-3 J7. Colsmn 0. A. Van 1935 148 105 2.................. ................ ...........20 12- 1-54 1)
'902-059-4 W. I. ShipleY J1. Miller 1925 147 105 2----------------------------------------------19C 2- 3-55 D
902-101-1 S. 9. O'Reilly, A. D. Rosier 19%6 120 100 3- - - - - - --.. ... .......... 60 11-22-54S
902-101-2 ....-do-.-.........-.-....-----------1946 120 100 4-----------------------------------------------40 11-22.54 0
902-1 01-3 ....do ............A. D. ROsiEf 1946 120 100 2-----------------------------------------------60 11-22-54 a
902-102-L .7. Benedict----------------------1945 100 ... 4----------------------------------- ------------0 11-24-54 0
902-103-1 .J. Sopotnick--------------------------130 15 2----------------..-------------- -----------10 8-25-54 0
902-103-2 .... do---------------------------------..130 90 4- -.....---- - - - - ... ... .....I
902-103-3 C. H. Lasford--------------------1944 108 90 4-----------------------------------. ......... 30 8-24-54 D
902-103-4 F. Lousin A. 0. Rosier 1948 120 90 2-----------------------------------------------40 11-16-54 D
902-104-1 0. Bstaljur----------------------19535 ... 2- Top, 2ich 1.4 30 -2.89 11-16-54 10 11-16-54 P,s
ILIuoe
903-056-1 City cofa ISmz ....--------------------- ---------4 Top, hole inside .3-- -1.90 9-30-54--------------.
Beach csng
903-056-2 N9. P. Dodge 5. Wilson 1942 95 84 2 Top, ca&Loa 1.3 --* 3.12 9-28-54 67C 9-28-54 w
903-057-1 W. P. Smith J. Miller 1952 120 --- 2--------------------------------------....... 52 9-28-54 Ir
903-057-2 2. 0. Fisher 6. Wilson, 1948 127 2- 2------------------ ---- ---- ------ --------216C 9-28-54 DTr
903-057-3 C. H. Talton'--------------------------------2 Top, coupling on .9 --- 2.94 11- 4-54 SC 11- 4-54
casing




Table I.-~ Continuied _______________a Water level IChloride content
0, I 0
- 9 i
903-057-4 F. H. Herring 8. Wilson 1931 106 -- 2 Top, elbow on 2.1 ... 1.09 11-30-54 17C 11-30-54 0r
I Casing
903-057-5 0. A. Baker 0. A. Baker 1932 127 87 2 Top, tee .0. -.. 2.1 12- 2.54 140 12- 2-34 D
903-037.6 P. Draper---------------------- 1950 123 --- 2 Top, 2-look .6 .... 4.94 12- 2-54 90 12- 2-534 mI
903-058-1 C. Hendricks 0. A. Baker 1920 104 ... 2 Top, 2-inch .4 ---- .99 9-28-34 110 9-28-54 N
Coupling
903-059-1 D. W6. Clifton Ketz 1943 144 93 2-----------------------------------------------9C 11-24-54 D
903-102-1 R. 16. Kanter R. C. Raven 1925 130 90 4-----------------------------------10... ..... O 11-16-34 D
903-102-2 0. Swebillous A. C. Jones 1954 183 98 4------------------ ----------------- -----------30 11-17-54 Spt
903-102-3 J1. Benedict----------------------1936 133 100 4 Concrete bern .0 7 11-17-34 20 11-L1-54 Ir
fLoor
903-102-4 9. Ivebillous---------------------1930 145 100 3-------------------------23--------------------2 11-17-54 8
903-102-5 J. Benedict----------------------1951 163 100 4-----------------------------------------------2 11-17-54 IT
903-102-6 E. 9. O'Reilly A. D. Rosier 1946 120 100 2------------------------ ----------------...... 2 11-22-34 8
903-102-7 M. Promo Heban 1942 123 100 3------------------ ----------------- ------------ 11- 1-34 D
903-103-1 16. Lovaoll--------------------------- 135 --- 4 Top. 2-inch 1.0 -7.7 8-25-54----------------9N
reducer
903-103-2 ----4---------------------------...-----117 ... 4 Top 4-incb tee .8 -7.0 8-25-54---------------- N
903-103-3 R. B. Barg S. Wilson 1925 115 ... 4 Top, 4-inch tee 1.6 -6.50 11-24-34----------------ZrT
903-104-1 M6. Lowell----------------------------92 --- 4 Top, 2-inCh .5 30 -6.00 8-25-34-------- -------- N
reducer
903-104-2-----------------------------------..-----113 102 2 Top. 2-inch tee .8- -7.85 8-26-34 2C 826-34 0
003-115-1 r. Piffner L. H. Deacon 1953 124 107 2 Top. Csing .1 -28.0 10-16-53 2( 10-16-34 P,
903-113-2 Ansley ... --doe-----------1934 130 --- 2 Top, csing 1.6 68 -22.76 10- 35. ..----------------23.48 3-14-37




Table A CentlnUad t.9___________903.116-t Deland 1Mncipal ......... 191.2 512 1 10 ......... ..-....... 20 12-13-54 1.1
Alrp:or .....
903-121-1 J. P. ........ 1940 9S -1 Top. reducer O.9 3 11.4 1-13-$6 60 1-13-56 0)
903-121-2 .... d..... L. R., Season 1951 78 75 2 Top, reducer an *8 .... 3.84 1-13-56 40 1-13-36 N
earnins
904-05-1 W. RolnaskL ............ . TOP, concrete bu .6 --- 1.93 1-26-55 63C 1-26-5 ml
904-055-2 ......... ........... 134 ..4 Top, tit, easIn, .6 3 3.46 1.27.5 3,25 1-27-55 Nl
-.94 0-21-56
N904-057-1 mI, L. Boucher ......... 1935 187 .. 4 ......... .. .. ....... 430 9- 3-34 0
00 904-037-2 A. B. ardison Sanford lasehin 1037 156 90 4 TOP, too 1.5 9 -..7 9-15-54 490 11-18-54 Ir
Works
904-057-3................... ................. .... ... ... 2 Top, casing .0 .... 6.5 9-15-54 310 9-15-54 11
904-057-4 D. Snyder S. Wilson 1942 142 85 2 TaP, casing .4 .... .84 9-28-54 580 9-28-54 11
904-057-5 H, S. llardman A. C. Jones 1948 139 100 4 Top, 4.inaA, too 1.5 .1.15 11-30-54 510 11-30-54 it
-.47 6-26-56
-4.40 6-27-56
904-058-1 A. R. CrIstle S. Wldin 1927 195 ... 4----------------------------------------------460 9- 2..54 Ir
904-009.1 C. Panther---------------------1917 64 -- Top 1-inch 2.0 - -1.6 9-2a-54 730 94.8-54 Al
004-100-1 M1. Y. Fickle----------------------924 108 ... 2 Top. 2-loch apelag .6 ...- -13.39 I1- 3-54---------------- N
904-101-1 W. A. Cliftom J. Kille1r 9S2 120 2----------------------------------------------40 11- 3-54 D
904-101-2 Tonaka. Ranch-------------------------97 --- 2 TOP. bae of 3.0 2 4.17 11- 3-54----------------AlN
Pitcher pump
904-103-1 S. 8. Cumnol--------------------------150 --- 2----------------------------------------------420 8-25-54 D
440 11-11-54




ifs... ...-. -... ... .......... Z OCT Cc1 ---------- *suar 'm 'r i-ioi-cos
N vs-1 -11 Cc fl-b -IT T zE 4iU7-v/c I 'do, -- -- ........ 'Crw -D D001Co
N fl-S -El ONO 19-S -El Cc' El 81 45u7-E 'day. -- 66 --- --.......E........ -65 06
G IE-S -El 00-1 -.. .....461 ~ T14rPTWIZoC0N I-NC-COG
N fl- -6 Olt, 5- -69 6T' S T'E so; 'T'T-E 'da,% E C6 ---- ....T-.........
y. 9-l- CKC OS-El-S -WC- 6 0EZ SuTdi'day. E 66 OZE 9CI '0dwj961 *'O '' -l-0 O CC-l OOV ... ... --.. .......T.. 0 NST 001176j '3 '1146 'a 'D E-SCC-CCG
C 59-9M- 00- C.... ...5.. .. ........ 6 COST ..- ----- uolflhq 'v 'A T-950-o0e
Al CS-HE-7 Cit ..... E-- .. .. ........ 66 001 ENSI 009176i~ 'S*a11 0' T-EN0-C06
. ..... .-.C.... .. OT ElI SuTaON 'dol. SOT ZgII U0IYSC 'H "I Jam v 'r K-iT-lO
0C N--N O--------------------------------E. .......... ETl 591 OC6T auo -o 'v 2851 '1 'r 1-511-006
CC.... ...9- -01 SN- Z5'00 0' s0v;.nm pull c SO g ;T SN CI VMAN 'n A(laIX 'I 'H 1-L11-M0
'00 Jody,[
O 19--l O .... ...... .. C.--------------------------------- E 3 LEl 0561 s10 0 'CIV pi11000513 '1 -I-OOG
dad ioropl~d
Kf...-..C.. Eg SCS C'E p lIPd oswq 'day. Z LCI---------------------------sqq;: 'S '0 1-00-006
a aI m JI m
D _______ CC8 lA J2J!U




........ ......... ...7 51Tpcoig 0.5 3 ;1.80 8-26-54 40 8-2$-34 X~ -15
90-0- 1 aoa 1 isn 1948 201 .. 3 T in 1.8 .... 4.25 10-L1-54 0-11-54
Sischare pipe11I-11-54
905-102-3 wpe ..do......1938 .. -. 4 To,4ic esn *.. 1.04 10-11-54 100 10-11-54 14
903-102-4 -.P abe ........... . 14 ......... .. ..*....... 160 10-11.54 N
905-103-1 3. R. Mc4oald4 .. Miller 1940 90 87 2 ......... .. ..-....... 280 12-13454 0
qM.0514- 4 A. las Dayton& pump 0o. 1993 110 ... 2 ......... .. ..*....... 40 3-19-54 D
905-104-2 ......... ......... 1944 150 ... 4 Top, 4.Lnch causing .7 '19 -4.60 12-13-34 .... .....
905-104-3 W. A. lndlay J1. Miller 1904 148 ... 4 Top, 4-inck .7 -. 3.45 12-13.54 So 12-13-54 0
905-104-4 0. S. Benntlt ...d ..... 1940 150 ... 4 ..02!!...... ..... .... 40 12'13-5% D
905-104-5 A. I. M~cDonald Nats 1935 100 95 2 ......... .. .. .. .... 40 12-14-54 0
905-113-1 stte lo ad Dept.................... 1942 08 ..- 2 Top, casing .0 -1.70 9.28-54 10 9-28-54 K
-3.S9 6-14-56
903-113-2 -,-do----------------------------- 1942 94 -- 2 Top, 2-inch causing .9- 1.35 10- 6-54 1.0 to- 654 H
-3.31 6-14-56
905-113-3 V.I. Cool. survey Layne-Atlantic Co. 1955 351 94 6 Toap, fi-Lick 3.0 46 -5.21 11-23-56 to 4414-55 T
coupling
905-115-1 J. T. Dlumas 3. Clifton 1914 12 12 24 Top cemnt wall 2.0 38 -10.47 4-12-56 30 4-U-.56 D
causing 9.02 11-26-56
905-119-1 Reyolds Isaguani A. 0. Jones 1953 231 109 4------------------------go0.43----------------------------..
905-120-1 ?losing -..--do----------- 1953 109 84 3-------------------------------------------906-036-1 0. Davy 0. Johnson 1954 124 --- 2 .................... .... 12.41 6-22-56 2,SO0 .54 N
Wfal58I~ R. Eki -------------------11910 93 2- T flp, lI-Inch reduaso 1.5 -- .30 9-53-54 49C 9-3.540D




906-036-2 R. lalcin ......... 1910 N8-- 2 5........6.. .. ....... S 9-. 3.54 N
905-058-S a. Pfeiffer ......... 1930 110 --- 2 ........ ... .......... 460 9- 7-34 2
906-058-4. D. Casinoa 8. Wilson 1950 122 96 2 Top, 2-inch tee 1.5 ---- 0.00 9- 7-54 340 9- 7-54 D
904-058-5 Hanson ..........-- 95 95 2 Top. 2-Loch coming .5 .64 9- 6-54 ... -.... N
906-05$-6------------------------------------1920 7 --- I Top, 2-inch casing 1.1--------. .29 9- 7-54----------------N
906-058-7 0. Seito Mats 1944 110 --- 2 Top, 1-Inch *1.0---------97 9- 8-54 27C 9- 8-54 D
discharge pipe
906-058-8 H. C. Parrell ....-d------------ 1936 110 --- 2 Top, 1-inch .7---------23 9- 8-54----------------H
discharge pipe -2.54 6-27-26
906-038-9 0. V. Cooper S. Wilson 1925 106 ..- 2 Top, 2-Loch 1.5 ---- .15 9- 8-54 28C 9- 8-54 Ir
906-058-1C Town of Harbor Oak -----d------------.1926 144 98 4---------------------------------------------34 9- 7-34 P
906-058-11 ...do---------------- d------------1926 148 98 4 Top, reducing toe 3.0---------64 9-29-54 38C 9-29-54 P
906-058-13 --do------------------ .. o......1926 145 90 4,-----------------------------------------------.4..-..-.. I
9D-058-1 ...d---------------- do-----------192.6 145 98 4----------------------------------------------------------P
906-050-! ..--do ----------- ---- do------------1926 14" 98 4 Top, 4-Loch casing 1.3 .... 2.96 9.29-54 37( 9-29-54 P
906-101-1 J. W. Bonds Daytona Puop Co. 1953 119 28 2------------------------26-------------------30 8-13-54 0
906-111-1 R. Archer-----------------------1926 175 --- 2----------------------------------------------4 6- 2-54 D
906-111-2 Tomolc Lend Co.--------------------1925 121 2 Top, 2-inch caing .3 48 -5.08 11-24-54 3c 11-24-54 N
-8.43 6-14-56 V 11-29-54
-5.179 11-23-56
906-112-1 Hudson Paper Co. Mcflonald ...I....4 Top, .as8ng .2 .44 -2.32 11-23-5 2 11-23-54 N
-5:74 6-14-56
________________3 __________ 309 11-23-561




iJr8rMXI0&M0LLt
06-116-1 1. T. Bennett 9, T. Sennett 193 IS 18 1k Top, csing 0,3 .. 6 9. 53 30 12-9-54 0 907-057-1 X. W. Lawrence Daytona Pomp Co, 1953 138 102 24 Top U2-inch 2.1 ----11.81 1-26-55 1,590 2- 4-55 M
901-057-2 A. S. Saltmner A. Wilson 1931 100 ... 2 Top, 2-inch elbow 2.3 .... 1.31 1-31-55 360 1.31-35 H
907.057-3 A. 0. Dolvions ......... ...... 2 ......... .. ... ... .... 330 1-31-55 D
907-057-4 J. T. Blum J. Miller 1955 146 112 2 Top, 2-inch casing .8 -10.59 5-11.33 1,760 5- 6-55 0
1,740 5- 6-55
1.630 5- 6-35
907-058-1 L. Law B. Wilson 1931 120 ..* Top, at bow anI-nch .1 .... 4.45 2- 2-55 650 9- 9-55 D
discharge pipe
N907-058-2 J. Jnowicki ......... 1928 164 84 6 Top. 6-inch 1.7 .... -.29 9- 9-54 520 9- 9-54 it
ed.cn elbow
907-058-3 8. Killer-----------------------------------3 Toe,' I-inch .9 ... .71 9-13-54 530 9-13-54 X
euger
907-058-4 v. 8. Milleac---------------------1920 94 ..2 TopI 2-inch 2.9---------1.90 9-13-54 260 9-13-34 it
coupling
907-058-5 A. D. Campbell--------------------1951 126 100 2----------------------------------------------230 11-15-54 it
907-058-6 V. 0. Smith J. Killer 1931 148 2------------------ ---- --------------------220 11-13-54 D
907-058-7 M. Hartman----------------------1925 -....2 Top, 2-Inch .9 6 1.08 11-15-54 770 11-15-54 N
discharge pipe .64 6-27-36
907-059-1 Creen------------------------------95 ... Ik op, casing .6 6 1.10 10-12-54 290 10-12-54 N
-1.29 6-27-56
- .08 12-10-36
907-059-2 J3. Callacoi---------------------1943 88 ... 4 Top, tdo on casing 2.5 -- .27 10-13-54 160 10-13-54 N
9 0 5 - - - - - - - - 9 5 9 5 . 2 T o p 2 i n c h t s a 1 5 - 1 1 2 1 0 1 3 5 4 1 8 0 1 0 1 3 5 4 N
907-059-4 B. Juor......... 1910 112 --- 4 Top, casing .6-----------------------340 10-13-54 N
907-059-5 0. L. Hadley W. Kelton 1922 190, ... 4 Top, horizota -8 .... 2.92 11-15-34 330 11-15-54 Ir
I I I I I V lv e a IlanI




t st- e Ce-ts Itnwo Idol r 401 get Il -......UP...- 11116~10 0 io-See
It cc-Ci-1 Ol 0.... ...5....1 ........ I E 066 loo dwnd vuoicwa AaqtuM o0 a t-nio-so
Hi L-0C-47 0W0 ---- .. .. ..'........ 9 SE 06 6461 ----- ---- .. .IUCZAIl' M ?ilLOS
9 ig-60-9 06e ..t 5.. .... ........ lB 691 BUT1 vucr 'D -v -oQ WuadS uvpoolay i-ut-t oe
a s7-ct-i t .......-o ..-- ........ C 1-- LET 061------------------------nna '0 t-97t-t06
& GG-1 -1 t 949-11 -t WE'- 47 Ole Su~uvo Idol 4 -.. 55 161------------------------o-....o-ott-so
K 4--11 CC r 4t9 -z 1-fL t t 0 91C 5u;li Idol 0 -.- sit 04t----------- -0 ............t..t10
a 46-01-C 04------------------z-----------------------9 ... ELIMt----------- ----..... 3'IT. 'IS 'D 1-t01-105
a W-t -11 at-------------------------------- ---........E0o tO il 461 UDIII1A Is Astito '0 -t0110O6
a s-ct-s Oie------------------------------------------ Be 6(1 ...........---P.... long 'R 1t0t-t06
o 5-ct-s OR0------------------------------------------ It I t 00 361 10111W It .uvhoitS '0 C-t0t-1OE 6
h-----------.. --s-9 917i- i .Slnto~t'o----------------------qn Iit0 7-Cil-I 040------------------------------ ---. .... ...i----------up ZuS9u '.fE W ...... P .. 312 tO 1.1-10O
a 4s-JZ-Ot 099 .......---- ---- --------------------------- -.. Ot 0561 1ttIN 'r---------o p-..C-001-06S
45v-Ct-Ct 00 99-9Z-9 6------------------ ... .t.---------------- --- 01---- ----- ...... UIWSTOD 'V "1 9-00t-L06
Al v-clIT O IZ?-z ...I z1 jvvomxcg dolc, .. 9119dl U3T* 'A I6PuH "1 '0 9-6KG-LOS
~t
U., IPA04 To'f.
;u~~~tuo~~op~~uu~-TqV IC-0ulr__ _________




Table I. Contin Led
Mesuin con .LaL hlar content
908-057-3 Cushman ......... 1940 .. 2. TOP, Casig o1a 3 .1:54 L:31.54 1,220 1-31-94 N
-1,69 26.57
908.058-1 W. Koerbef ......... 89. a ... 2 Top, reducer 1.2 .... 1.18 9-16.54 560 9-13-54 Ir
1908-058-2 . Crosby Daytona Pip Co. 1950 110 103 2 Land surface .0 -.. .9 5-20-50 ... .....
908-058-3. P. Robertson 1. Hall 1951 174 ..2 ......... .. ......... 170 1.31.55 D
908-058-4 State Road Dept, ......... 1949 100 .0 ........ .. ......... .. .... T
908-059-1' Ot.7 of lart Coans4 I, Wilson 1029 144 90 6 Top, cap an aming .0 5 1,6 a 16:34 450 111 2-53 N
4.45 11- 0.0
03 6.25-56
2.14 12-19-56
908-039-2 1.'Choiutaon Daytona Pump Co. 1954 100 88 2 Top, diming .5 10.55 .20 7-14-54 80 7-L4-54 D
903-059-3 02. 1. HolE.... ................1925 140 ... 2 Top, I-tuchocupligg 1.1 ..-- 2.59 9-1U-54 140 9-13-54 H
on discharge pipL
908-059-4 Hew Hope Church................... .... 92 ... 21j Top, 21o-inch .1 ---- 1.98 9-13-54 610 9-13-34 Zn
reducer onominog
908-059-5 0. Burnett--------------------1946 190 2 ........ 2----------------------------------0 10-12-54 Zr
908-059-6 .............. ................. 1950 111 2 Top, 2-Loch tee 2.4 ---- 2.21 10-12-54 80 10-12-54 N2
908-059.7 T. R. Garner S. Wilson 1950 128 90 2------------------------------------------ 80 10-12-54 D
900-059-8a ...............- ...-............---- --------2 Top, 2-ioch tat .6 7 .28 10-12-54 140 10-12-54 H
-2.58 6-26-56
908-059-0 A. Mirka.... ................. .... ... ... 2 Top, 2-inch 1.9 -.-- 1L.57 11.. 1-54 190 2,1- 1-54 ZV
reducer
06-09-10 C. A. Lindsay 1. 1. Wilson 1943 155 2 Top, 2-inch .1 ..- 1.18 11- 1-54 240 11- 2.54 D
coupling
008-058-11 IN a. Doty -.o...........---127 93 ... 2 Tp,2-,Loch .9--------2.37 11- 3-54 180' 11- 3-54 H
reucer




Tae A13:189
___~Amg D___ linti
C.M.Joes ............106 oo.. 2To, onree .8 ... 3.92 1%- 3-44 130 12- 3.14 It
DOd5-3A.Wse 1iso 900 230 6. Top, 1-Lab 2.bo --- 4.14 1- 3.54 260 12- 3-54 V
908-1009-3 1. am ... do ...... 1931 ... ... 2 Top 39-nh .. .51-55 0 11-1-4 8
08100-11, N. noh ........... 190.7 140 ... 2 Tlop, 2-insc oaii .0 6.8 3 .15 I0.13-1. 10 01~
coupling.2 6-23-3365 2
901--1. 3.... led.............. 900 160 -. 6 Top, IoLeplbow ... 414 12.13-54 260 12-19354 D .'blwln
90-100.4 it of lof o6utg L. Mail 19st 1807 4 tp ........... .. .... .77.. .......4 100 1- .4 P
008-100.2 ...... ... do.......... 1926 110 .. ................. .... .... ...... ........340 1- 34 P
908-100-30 ...... ....ed.......... 191lt... ................. ... ... Top,. Izihoma.. .......-2.4 690 1-54 0P
908-100-41 K.. Caonnl Mt 19547 130 ... 2 Top. 2-inch 1aiS.1.......a 1101-34 120 11.L534 D
205.100-12 3. ff. ener....................1109 ... 4Top, couplintg .. ... 1.20 12-15-34 40 10-1.3-4 N1.'blwan
-1.60 6-26-36sufc
908-10-4 1 R. Wllias 8. ilson 1044 60 17 4 Tp) 44ch .77 12-1-56 10I- -4I




Leval C do t
... 19015..4 Top, 4-inch tea 0.3 ... 1,51 12- 0-54 60 12- 0-54 ir
9100-4 L.1 oat: J. Miller 1955 136 90 2 Top, 2" inch csing .6 ---- .35 1. 4-55 60 1- 4-55 D
908-101-1 3.,C, Harrell ......... 1954 123 -..2 Top, 2-ineh casing .8 .... 27.97 11- 1-54 ... ....*
1903-101-3 .1. W. roster a. Wilson 1926 108 100 2 Top, reducer .7 *-- 15,77 11- 2-54 30 11- 2-54 D
908-102-1 Rolf's gad Fam Dayton& Pump Co. 1933 170 103 6 Top, casing .4 27 -13.5 1-20-53 60 3-10-54 ir
908-104-1 1 iron Dairy 0. Jochnson 1931 163 ... 2 ........ ... .......... 40 1-22-34 a
908-107-1 awly aley 1548 30 30 2 ........ ... .......... 20 1-21-54 It
la905.107-2 H. Ztnsella..................... .....135 ... 4 Top, 4-inch casing .7 11.00 1-21-54 80 2- 2-55 N
CY% -16.38 6-15-56 908-107-3 State lorest Cuim. A. C. Jones.. ........ ....3............................................20 1- 3-55 D
908-108-1 R~id&@ Foreat Dayton& Pump Co. 1954 127 ... 2............................................30 12-21-54 D
Estates, Inc.
908-108-2 M. Behresc ................ 97....2..........94...2---------------------------------------40 1-21-54 D
908-114-1 Hudson Paper Co.--------------------1954 121 ... 2 Top, 2-inch casing .8---------8.41 11-30-34 20 11-30-34 s
908-117-1 W. P. Bucks A C. Jones 1940 81 ... 2 Tap, csa6ing .2 44 -6.24 12-14-54 20 12-14-54 D
8-121-1 R. N. Heckel------------------------118 ... 4 Top, 4.inch casing .5 31 -11.74 4-23-56 20 4-23-56 s
908-121-2 C. A. Statimiat A. C. Jones 1956 137 100 2 Top, 2-inch sing 2.4 11 -2.07 5-23-56 20 3-23-50 8
909-058-1 J. A. graham Dayton& lump Co. 150 137 110 2----------------------------------------------70 1-25-55 Zr
909-058-2 L. P. Scherer --..-do----------.1951 163 105 3----------------------------------------------70 1-25-55 1:
909-058-3 W. j. Beattie' .. --do-----------.1950 114 104 2-----------------------------------------------0 1-18-55 ir
909-059-4 P. Mitchell--------------------1920 -....3kg Top, 3?-inchassing .3 3 4.37 1-27-55 220 1-27-55 1r
.63 622-36
2.91 :-26-37




V a L -Mauig '. .. Lal. ChlorjIekoontnt
o9-os6-s ft. E. Dsam Daytona, Pump o. 1933 140 106 2 Top, 2-Inch casing 0.2 21.33 -12.84 2- 2-55 70 2- 2-55 Ir
909-059-1 sae zn. J1. Hiller ...- 283 100 2 Top, 2-inch tao 1.2 ---- 4.72 5-25-54 820 5-18-S4 8
909-059-2 Sea Zoo ............ 90 ... 2 Top, reducoir on .3 ---- 1.98 5-25154 230 3-18-54 8
casing
909-039-4 1. Cools---------------------1945 .. ..2 Top, casing .9 .--- .38 7-18-54 310 7-18-54 ir
909-039-5 -.....-do...................... .... ...9.................2---------------------------------230 7-18-54 D
909-039-6 W. H. Robinson 8. Wilson 1930 138 85 4----------------------------------------------60 7-19-54 Zr
909-059-7 -...do-------..-----do------------1943 131 85 4 Top, 4-inoh teoaon .9 5 1.14 7-19-34 80 7-19-34 Nf
cA asing .77 6-0-36
-.4- .8 12-14-56
909-059-8 3. H6. Brown----------------------1946 137 .. 3------------------------------------------260 7-18-34 in
909-059-0 R. Adro ........ ....aso...--...----.---...-..-...--.2.--------------------------------------350 7-18-34 D
809-059-I0 Mulse= of Speed L. Hall 1953 165 .. 2----------------------------------------------120 7-19-34 P
909-03911 8. Plasma 8. Wilson 1920 113 ... 2 Top, 2-mobh 2.2 9 1.39 9- 3-s4 90 9- 3-54 D
reducer .26 6-26-56
1.38 12-14-36
909-039-12 T. Webster Daytona Pumop Co. 1933 100 83 2 Top, 2-inch casing .2 --.- 3,73 2- 3-55 80 2- 3-55 0
909-100-1 PalmioOrange Grovs-------------------1930 194 131 6 Top, 6-inch valve 1.0---------62 7-28-54 210 7-19-34 Zr
Co.
909-100-2- -...do---------------------------.1830 160----------------------------------------------------160 7-19-34 Zr
909-100-3 II. L. McDonald 0. Wilson 1925 100 83 2 Top, casiog .6-----------------------68 11-22-34 8
909-100-4 J0. 8. Carrow Walkeor 1925 150 100 2 Top. tao .0-----------------------200 11-29-34 0
909-100-5-- d----- ---------. ...do------------.1923 150 100.2 .Land surfacs .0. 10.551 .00111-29-54 120 11-29-54 0




*ali I.--Contiue
909-100-6 1, R. Pracner ......... 1947 84 -- I Top, cement basic 0.5 9 0.04 11:29-54 60 11-29-54 1
-2.4 4-25-5 6
: 32 12-14-56
909-100-7 H oe Miller 1955 125 86 2 Top, unon .4 8,49 1.30 2-21-15 LID 2- 7-55 D 909-102-1 L. W, Sion* Mats 1940 .. ..2 ......... ... a.......... 5 6-54 D
'909-102-3 W. A. Ivan& Dayton& pump Go. 1912 164 106 2 Land surface .0-- -23. -52 70 S- 6-54 D
903-102-3 L. Jones...................... .....107 ... llj Top l,"c 2L~n~ .0 39 -26.79 8- 6-54 .......
909-102-4 .---d........................... ......18 10 1 h Top, coupling 2.5. .-- 12.80 6- 6-54 ..I.....
(.0909-105-1 0, Cutkin W. 9M41t00 .... 106 --- 4 TOP, casing 2.6 26 -6.20 1-26-14 40 1-2"-5 0
-11,26 6-21-H6
-9.03 t2- 6-36
909-100-2 1. Mct~overn L. Hall 1946 137 84 2 Top, casing .9-----------------------30 1-22-54 D
909-106-1 U.S. Co01. Survey Layne-Atlantic Go. 1953 496 102 6 Toraw6 Inch 1.9 28.94----------------------------.
909-1062------- ------....3. Miller 195 231 100 2 Top, 2-inch---------------------------------------------T
oupling
909-106-3-...-do-------- -----do------------1955 233 100 1 Top, 2-Lnch---------------------------------------------T
ouopiOng
909-10d-4---..do---------- Layn-Atl,,tit Co. 1955 234 102 8 Top, 8-inch 2.1 30.17------------------------------ T
coupling
909-106-5 U. S. Gaol. survey 3. Miller 1951 234 97 2 Top, 2-inch---------------------------------------------T
coupling
909-106-6---...do--...-..------do------------1951 221 102 2 Top, 2-ind'j casin...---------------------------------------T
909-106-7------- ------.... U. S. Ceol. Survey 1955 18 1S 1k Top, casing---------------------------------------------0
909-106-B---..do--------------do------------1951 18 18 Ik --do -----------------------------------------------------0
909-107-1 0. 0. Severson--------------------1950 103 100 2----------------------------------------------20 1-21-34 D
909-109-1 Tooh Land Co. L. Hall 1940 142 113 2 Bass, pitcher 3.7 42 -2.40 12-20-14 40 1-20-31. H
PUMP -9.10 6-14-16
L -9.98 11-26-56




a"___ -Maurn point'
WO_ .. ga 1va _ _or 1coIz' a
909-117-1 H. B. Clifton Whitomnb 1914 118 60 3h ......... ... .. ....... O 4-10-s6 D
90-L22-1 B. C. Caution A. C. Jone. 1938 175 132 4 Top, valve 1.0 .... 0.38 4-16-56 90 4-16-56 It
909-122-2 ... o..... .. d....--- 150 --- 4 -........ .. 13 -.. .... 70 4-16-36 It
909-122-3 W. H. Mcoride ---- d-...... .. 400 100 4 -........ t.. .. ........ 1 4-23-56 It
929-122-4 L. E. Yogis -..--- do-- -- .. 177 --- 2 Top, tee on casing .4 .-.- .92 4-23-56 20 4-23-56 0
909t113-1 3. c. Caution, .. --d------------ 1941 313 243 4 Top, valve .0 18 4.80 11- 6-33 330 1L- 6-53 Ir
900-123-2 C. B. Green----------------------------------4 Bottom, discharge .0 .... .12 4-16-56 240 4-16-56 9
pipe
"0909-130-i I. Devis A. C. Jons 1933 96 90 2----------------------------------------------20 i-1a-Se P
909-130-2 R. Driagere ....-do-----------------102 90 2 Top, 2-inch velve 2.4 3 9.2 2-20-36 20 2-20-36 8
910-038-1 0. A. Hermann J. Miller 1954 126 103 2---------------------------------------------410 1-27-35 Iv
910-038-2 Wind Slow Cottagee Daytona Pump Co. 1953 133 112 2---------------------------------------------1,330 1-23-36 It
Hotel
910-059-1 J. Chetik ....do------------1934 93 92 2 Top, 24no6h casing .6 13.64 -5.60 10-29-54 1,900 10-29-54 It
910-039-2 -...do-------.-------do------------1956 17010ii 3 Top, 3-inch casing .9 20.38 -11.73 1-27-56 1,830 1-26-36 Zr
910-039-3 1. H. Pite. J. Hitler 1933 126 83 2 Top, 2-Loch elbow 2.82 ... 3.11 12-13-33 60 12-13-33 It
910-100-1 J, T. Tucker 8. Wileon 1931 126 2-----------------------------------------------0 6- 3-54 1r
910-100-2 Holiday Interprie------------------------------6 Top, cement dis- 1.2 10 .26 7-08-54 750 7-28-34 N
Inc. charge pipe -1.20 12-14-56
910-100-3 B. 8. Poeter---------------------1918 129 --1--- -------------------------------------------100 7-28-54 0
910-100-4 Peter Pan Drive-in Daytona Pump Co. 1931 98 84 2----------------------------------------------60 12-13-35 p
910 100- 5 R useell Millet 19331 80 79 2 Top, 3/4-inch 2.3 ... 2.76 12-13-35 100 12-13-33 It
e lbow




Table I -Continued _______measuring ~ ~ ~ .kz. aeflvl C~rg cantn
910.100-6 0. Sparkan ......... 1924 .. *. 2 Top, reducer on 1.3 ... 2.26 12-13-53 40 12-13-55 N
cagin5
910-101ll palm Grove Co. ......... ...145 ... 4 Top, valve .5 it. 2.26 7-19-54 70 7-19-34 it
.061.06
2.06 12-114-56'
0101I2 I. Troup J. Mil11er 1934 147 63 2 ......... .. ... -3.03 6-20-56 50 1- 5-34 D
9LO-101-3 T. Price S. Wilson 1951 146 100 1................... ...........................100 8- 5-54 1)
010-103-1 J. J. WilLiass L. Hall 1941 170 105 4 ......... ..... .. .... 70 1.20.54 D
910-103-2 City of Dayton& ............ 140 ... 4 ......... .. ......... 40, 1-29.54 D
Beach
910-103-3 1. C. Crahnoer ......... 1946 151 ... 4 ......... .. ......... 40 1-221-54 D
910-104-1 D. L. Ward L. 2.11 1933 141. 93 2 ......... ... .. ........ 5 1-27-54 D
910-104-2 J. Williamson Layne-Atlantic Co. 1936 201 690a Top, Cagiong 3.0 29.33 -15.51 2-17-56 40 2-16-54 Xr
910-105-1 U. S. 0oa1. Survey .... d............1933 496 1326G Tap, 6-inch 2.7 29.05------------------..---------T
910-109-1 Tomolca Land Co.------------------- 1930 131 2-----------------------------------------------10 11-30-34 H
910-124-1.................................... ......96 ... Ik TOP, pitcher pump 2.7 35 -15.85 4-16-36 10 4-16-56 H
910-123-1 A. Holtay IF. a. Snaindaas 1935 107 ... 6 Tap, coming .0 40.5 -15.40 1-16-51-----------------0
910-131-1 0. 5. Ormnd a. Wilson 1947 88 60 2 Top, to& an coming .3 .... 8.6 1-16-56 20 1-16-56 0
910-131-2 .-'----- ------.... A. C, Janes 1934 116 91 4 Top. caging------------- ----.23 1-16-36 20 1-16-56 8 2.8' below land
surface
910-131-3 .....d--------------- d............1930 123 90 4 Tap, elbow an 3.6 .... 3.34 1-16-56 20 1-16-36 1
910-131-4--------------------- --------------- ....101 09 2 Tap, reducer on 2.0 .... 2.43 1-16-36 20 1-16-56 N
caging
911-059-1 V. Tooke 0. Johnson 1936 137 --------------------------------------------1,730 3 -14-56 IT,




Table 1--Continu.e-A
WWUater level.. Chloride content
911-0OH-2 G. Otumpp Daytona Pump Co. 1932 133 94 3k......... ......... 110 2-14-56 Ir
911-OH9-3 B. L. Blackburn ........ 1940 119 91 2h .........9.. ......... 0 2-14-36 Zr
911-100-1 L. Abde Daytona Pump Co. 1931 108 83 2 Top. casing 0.0 --- -3.3 7-17-31 30 3-10-55 Zr
911-100-2 P. 0. Winston ---- do------------1931 123 100 3-----------------------------------------------40 3-10-33 A
gil-too-a j. H. smith. .. --do------------1931 110 91 5------------------------------------------------j 3-10-53 It
911-101-1 Z. 3. Coat. 3. Miller 1950 195 --2 Top, tee on causing .8 8 .86 5-10-34 60 3-18-34 D
-3.45 1:20:36
.00 12-10-56
911-101-2 0. 1. Mtion----------------------1943 -. ..2------------------------------------------------80 5-18-34 D
1,911-101-3 R. 8. Mathia Daytona Pump Co. 1950 180 97 3-------------------------------------------------0 3-10-53 A
911-102-1 Bellaview Memorial ---- do ----------- 1930 143 97 4-----------------------------------------------80 2- 1-54 Zr
Park
911-102-2 Lakeview Cenetery L. Hall 19253---..3-----------------------------------------------70 2- 5-54 Zr
911-102-S City of Deytona leyfla-Atlaotio Co. 1933 170 104 8-------------------------------------------------------------P
Beach
911-103-1 H. Weiss Daytona Pump Ce, 1950--- ..2-----------------------------------------------40 2- 2354 P
911-103-2 City of Daytona Libby a Fraeman Co. 1936 25 110 10 Top, measuring .9 28.44 -20.63 8- 6-56 .......
Heath pipe
911-103-3 --------do..... Central Florida 1936 228 108 10 --do------------------------------------------------------ P
Drilling Co.
911-103-4 d----- -----.....---- do-----------.1936 225 113 10------------------------------------------------------------P
91-13- ~ -d-------------- di...........-1956 290 135 10----------------------------------------------------------- P
9-141Ball Motel 0. Johnon 1933 120 ... 2-----------------------------------------------7g 2- 1-34 D




911-104-2 Volusia County L. Hall 1948 180 103 6 ......... ... ........... 4 1.54 p
Konnall Club
911-104-3 92 Notal 0. Johnson 1932 167 ... 3 ......... .. ......... 50 2- 2-54P
911-104-4 U. S. Gol. Survey Layne-Atlentin Co. 1955 500 115 6 ToC6611nh 2.9 .......... ........T
911-104-5 --d ... U. S. Gaol. Survey 1956 13 13 hg Top, coupling 2,9 .. .. .... ....... 0
911-10-6 City of Daytona Libby & freeana. 1956 201 109 10 Cop, measuring ... .. ..*.... ....... P
Beach pipe
911-104-7 ....do .... ..d .... 1956 210 110 10 --do ...... .. ......... .......
911-104-8B .. *d .... etral Florida 1956 217 105 12 "do ...... ... .......... ........P
N Drilling Co.
911-114-1 Hudson Papsr Co. ......... 1930 97 -3 Top, cani .4 44 7.26 11-29-54 30 11-29.54 if
-8.98 12- 4.56
911.125-1 Saylor's Grove ............ . 3 ......... ... .. ..W.... 1 5-23-S6 D
911-133-1 X. C. Newoan A. C. Jones 1954 200 105 2............................... ........ 10,200 3-20-56 H
912-100-1 State Road Dept, Duval Engineers 1953 902--------------------------------------------------------------T
912-101-1 Baron Corp, Daytona Puop Co. 1952 130 91 3 Top, casing .0..... ...10 10-25-52 IC0 11-19-33 A
912-101-2 F. J. Stupica-------------------1910 255 ... 2 Top, 2-tLnnh casing .5-----9,84 9-10-54 120 11-18-34 H
.91 11-18-54
-3.82 6-19-56
912-101-3 Fla. Power & Light-------------------1930 212 ... 6-------------------------------------------------------------n
Go.
912-101-4 .....do--.-......-..-..-------------1930 303 ... 10-----------------------------------------------------------.
912-101-3 ------------------------ 1930 -6......--...-------..-..---...---..-*-...-.-..-... --------------------... n
912-101-6 ....--do-..-.....-....-..........-1930 240 ... 6---------------------------------------------n




912-101-7 Fla. Poere LL22I ......... 1930 100 6 ......... .... ....... .. ... n
Co.
921.101-S ...d ... ......... 1930 140 ... 6 ......... .. ................. Z
912-101-9 .... 4o..... ......... 1930 140 ... 6 ........ .... .. ........... T
912-101-10 .... do ..... ......... 1930 160 ... 6 .......... .. ......... 1 fi 2-3 In
Ml-101-11 .... do .... ......... 1930 240 ... 6 ......... ..... .. ...........in
912.101-1....do.... ......... 1930 140 6- ......... .... .. ...........I
911-L01.13 ....4o..... ........ 1930 140 6- ......... .... ....... .. ...II
LO911-101.14 ....d ... ......... 1930 186 6 .........-.... .. ...........I
912-101.11 0. Ouminogs Daytona Pump cc. -1954 113 88 2 Top, 1-inch again$ 0.0 -- -1.00 2- 1-34 60 2- 1.54 it
70 2- 2-:51
100 2 54
012-101-16 .1. RUlA ....do ...... 1951 133 82 32 ........ .. ......... 140 3-10-55 A
912-101-%7 City of Daytona ....... 190 190 04 4 Top, elbow an dis. 69 5.2 1.24 1-10-34 110 1-10-54 N
beach charge pipe 911-101-1 .... do..... ......... 9..20 88 4 Tlop. 4-inch cap an .4 5.3 1.10 12-15-53 150 1281-53 N
912-102-1 ...do ........................... 1937 137 84 5 TOP, G-ifch csiung .0 7.51 ..... ........ 1,840 7-11-37 N
1,160 7-2?-37
890 a8- 2-.33
012-102-2...do....... ................. 1937 198 95 6 TOP, 6-inch teo. On .8 9.09...... ........ 100 -39 F
a"Sao 150 2-254 911-102-3 -....do........ ................. 1937 157 lie 6 --do.............. .8 9.1...............110o -39 P
130 2-28-54
912-102-4...4o........ ................. 1937 188 79 6 --do............. .7 8.93 .6 2-28-54 120 -39 1
I I I I IS18 2-18-54 1




wake ~ ~t lee Lvoontaot
12125ac fDaytom ......... L3 13 9461 To, 6.oh t" o 0.862Ie6 -84 10 1 341blwLn
leechw 1-604 2-28-54 surface I21- -.. d o.... ......... 937 191 128 6 ..o........4 .. 9,2U 2.4 2-28-34 100 -39 1 &.8' helow. laud
150 2-2654 saso~
12-101-7 ....- d.... .......... 1931 1it 711 6 ......... 9.14 .9 2-20-54 100 -39 F 2.1 belmw land
150 2-2854 Bulta
12.102-8 ...... do..... ......... '9i7 188 74 6 '--d o ...... -- 9.M 2.4 2-22-54 90 -39 7 2.4' bulow laud
100 2-23-34 psodas.
912'-102-9 ...do. d..... .........1937 203 91 -do ..... 9.17 2.4 2-2$-54 100 -39 P 3.61 halow. land
80 2-25-54 surface
912-102-10 .. do. 1..... ......... 937 226 -j-. 6 Top, 6-inch iran- 7.0 13.05 ... ..........&ite pipe
9,12-102-11 ... doN.... R. Vaughan 943 215 53 6 Top; 64S.h m. -- 4.07 1.5 2-254 150 2-25-54 P 2.6' below land
peion Llanta gulf&" 9,12-102-12 d.... T------------- do-----------.-943 200 -- & ..do--------------------5.14 2.8 2-25-34 so -50 1 3.2' halow. Land
90 2-25-54 surface
912-102-13-....do------------...do------------ 943 195 I5 6 ..do--------------------5.02 1.4 2-25-54 60 -50 P 1.4' balow land
90 2-25-54 surface
912-102-14- -...do----------. ....do ---------. 943 191 91 6 --do--------------------4.77 2.5 2-25-54 60 -50 P 2.9' below laud
912-102-15-..... ---.. ----.. ....do-----------1943O 220 101 6 --o------------------.4.62 2.7 2-25-54 100 -50 1 2.5' haow. land
-471 61..6 190 2-2654 urface
912-102-1 d------ ----od----- ------. d .......1943 17 55 6 .do..-------------------4.2 2.4 2-26-54 140 -50 P12.5' below laud
-5.29 6-1656 190 2-26-54 surface
912-102-4 ..-rdo -------------- do ----------- 1943 L 7 6 --do-----------...---- 8 5. 23.4 2-26-54 150 -50 1 2.6' below laud
190 2-26.54 surface




M-11-1 City of1,L1 'ayazFa N.1 ootana 13-- op ow54
Top 6-oc cm -i- 1 2.21-14 140 0 p 2.6 faeowln ,i-o.1 ay .vaaa pinion glangs .3.28 6-1-J6 200 2.263&4 antiOW an
912-102-20 ....do .... ..d.... 1943 185 61 6 doo...... .. 4.70 1.8 2-26-54 200 2.26-54 1 0.5' below land
912-102-2 -do ..... Hll 1949 162 84 6 Top, concrete 2.0 10.52 .. ... 130 3-31-54 P
pump base
912-101-22---d.... .d ..do..... 1949 198 IS 6 ..o...... 10.32 ....... 90 S.31-54 P
912-101-23 ...o.... ... do-... 1948 165 80 G -...d. .... .. 10.52 ------- S0 3.31-34 1
91-24.....d .... .do..... 1949 196 s 6 ...d.... -.. 10.52 ....... 70 21U-4 F
80 3-31-A4
Ul 12-102-2 4---...............d............1949 164 96 8 -.d............ .....10.52..... ...........o 2-25.54 1
50 3-31-54
912-102-26..do .............. do ......... 1949 184 936 & --do.......... ......10.92..... ........... 1-2-3454
912-102-27..do......... .... do.......... 1949 162 94 8 ..do ........... 2.0 10.92 ............. 60 2.28-34 P
60 3-31-54
912-102-U -..-.-do ............-do.......... 1949 15 96 6 -d............ .....10.9. ..............60 218.54 P
912-102-29 ..-. --....... ....... ... 1949 160 92 6 --do............. .... 10,.9............. 530 2-26-54 P
50 3-31-54
912-102-20 V. T. Hais W, T. Haris------------1.. k............... .... ....................60 6- 2-54 Z
912-102-31 D. Pioell Daytoa PUMP Con. 1954 122 85 1 Top, cnihng .0 .... .22 2- 2-54 70 2- 234 Is
912-102-52 N. A. De~ran..........................134 ... 2 top, 2-inch easing 1.2 6 .8 2-18-54 60 2-18-94 8
'3.20 4-44-56
- .24 12-13-58
912-102-33 4..... ................ .... 10............ .... 10 ... ................ .... .... .... ....... 110 2-18-94 8
912.102-34 0. 8. Yarbrough.........................18 18 2 ..............................................50 7-13-54




Tbe1.- -_______at__ _____ _hor a. i nJ I
912-102-35 City of Daytona Layn.-AtIantic Co. 1955 200 110 8 Top, oment puop .... 4.07 ....... ... p
beach bass
912-102-37 --- d .... .. d ..... 1955 160 96 8 -o------i 8.25 ... ... .....p
912-103-1 L. W, Tomlin Daytona Pump Co. 1953 170 Ill 2 Top, easing 0.0 ----75 7-27-53 40 5-24-54 It
912-103-2 C. X. 8windLe ..........-- 114 94 4 Top, concrete 1.4 37 -37.01 7-11-54 ... -....
polop soop -33.76 6-20-56
-30.21 12-13-56
912-126-1 It. J1. Turner A. C. Jones 1948 -- -- 3 --------- 10... .. .... L 5-23-56 in
912-126-2 J1. C. Mayield S. Wilson 1943 136 .-. 2---------------------------------------------10 5-24-56 D
912-126-3 G. Lukolcis A. Jons 1941 126 105 2 Land surface .0 58 ..-.... ... .....
912-127-1 H. J. Turner D. B. McDonald 1956 15 100 2 Top. 2-inch cauing .2 -..-17.49 5-23-56 10 5-23-56 D
912-127-2 W. N. Spindler A. C, Jones 1944 110 90 2------------------- ---------------------------10 5-24-56 D
912-127-3 P. White ---------1953 137 90 2 Top, 2-inch casing .8 56 -19.39 5-24-56 10 5-24-56 N
912-131-1 H. A. Smell H. L, Daemon0 L955 90 --- 3 Top, 3-inch casing 2.2 ---1.62 3-20-56 7,100 3-20-56 N
912-131-2 North ---- d----------- -------------3 Top, 3-inchneupling .4 ---- .94 3-20-56 330 3-20-56 H
an 0asing
912-132-1 E. C. Newamn S. C. Newman 1954 18 18 2 Top. 2-inch cooing .9 ---- 4.52 3-20-56 170 3-30-56 N
913-100-1 H., J. Green Daytona Pump Co. 1954 175 95 4 Top, 4-inch nosing .0 11.13 -8.48 10- 6-54 150 10- 4-54 A
180 10- 4-54
330 10- 3-54
270 10- 6-s4
913-100-2 H. J. Green ....-do------------1951 152 108 3------------------------ ---------------------------- ---913-100-3 -...d--------------- do-----------18L51 177 104 4------------------------------------------------------------. .. .A




Table I. -Continued _______Mesrn aj aJ~ I1u1. a content
913-100-4 A; Ebner Daytona lump Co. 1954 96 92 2 Top. 2-fob caing 0.0 -2.00 3-28-54 ... .....
913-100-5 Sunshine Motel ...---....... 1957 175 102 4 Top, 4-inch casing 140 -1. 0,76 1-19-57 ... .... A
913-101-1 Daeeh Zabaly's Sons L. Hall 1954 176 90 6 TOP, 6-inch casning .9 .... 1.40 2- 4-54 120 2- 5-54 in
913-101-2 R. Clancey --------- 1915 149 --- 3 Top, 3-inch casning .4 -.. 3.92 12-10-54 90 12.10-54 N
.00 6-19-56
913-101-3 St. Paul's Chiurch Daytona lump Co. 1953 135 85 3------------------------ ---------------80... s 3- 8-35 A
913-101-4 State Rad Dept.------------10 0 ............. ..13 00 ................. .... .... .... ........ ..... .. .... 7
913-101-S City of Daytona-------------------------229 86 6 Top, 6-inch casing 3.8 11.46------------------------------Beach
913-102-1 F. Wetial W. Kelton .... 100 ... 3----------------------------------------------14o 2-17-54 Ir
913-102-2 -...do ----. ...do ---------------- 120 .-6 Top, 6-inch casing 1.0 11 .10 2-17-54 90 2-17-54 8
-1 -4.29 6-19-56 913-102-3 J. A.,IVedkins Co. 0. Johnson-----------------3----------------------------------------------80 3- 5-54 it
913-103-1 Culligan Wer Co. Daytona lump Co. 1956 133 101 4 Top, 4-inch casing .0 ... 1.20 2-18-16 60 1-18-16 DIn
60 1-16-36
40 1-18-56
60 1-19-56
9 13-103-2 ..' L adkine 0. Johnson .... 240 112 .------------------------11 -1.56 12- 6.56 60 3- 5-54 Ir
913-103-3- -...do ........------do------------1351 154 110 2------------------- ---------------------------0 3- 5-54 It
913-115-1 Adams Drilling Co. Libby & Freeman 0C 1948 158 74 4 Top, causing 1.2 33 -4.41. F11-55 30 1.-18-35 N
-6.15 4-14-56
-3.13 12.- 6-56
913-119-1 U. 5. Corps of U. 8. Curps of .... 146 ... 6 Top, casing .... 41.9 -15.41 4-12-36 20 4-12-56 N 3.01 balow lend
Engineers Enginee -13.76 12- 6-56 surface 913-119-1 a. Clifton 8. Wilson 1046 117 90 2---------------------------------------------10 4- 9-36 o




Table 1, GoCnlinii -uz aln
913-127-1 0. .1. Cap A. Jonah--- 273 110 8 Land surg~a 0.0 71 ...... .. ...
Beach
914-101-L City of D y o a-.K l o 1929 .. . . . . . . . . . 1 0 2-54 P
914-10L-3 ----do .... ..d-.... 1929 --- ......... ... .. ... .... 100 3- 2-54 7
9 14-101-4 -d... --d---.... 1929 ..-. ........ .... ...... 120 3- 2-54 P
914-101-5 -.. d ....- .do -..... 1929 .. ... --------- ..... ....... 190 3- 2-54 P
I914-101-6 -- ..... --o------ 1929 ..-. ........ .... ...... 630 2- 2-54 F
00 914-101-7 --- do- ---d---- 1929 -- ......... ... .. ... .... 680 3- 2-54 'P
914-101-8 H. 9. Deaver Daytoa Pum Co. 1949 154 94 3 Top, 3-lack casing .2 --- -6.50 12-29-49 100 2- 7-55 IV
914-101-9 Sahara Hotel ---- d----- 1952 112 94 2 Top, casing .0 12.09 -8.00 7-11-52 ... -.... A
W1-102-1 City of Holly Hill L. Hall 1942 225 --- 6 -- ------ ..-.. ...... 7D 11-16-54 p
70 9-: 5
70 4- -30
914-102-2--do --------- ----do ----------- 1942 225 .-- 6----------------------------------------------70 11-16-54 P
60 4- -50
P14-102-3 o-------- -- .... ..do ..........-1942 225 ... 6----------------------------------------------70 11-16-54 P
914-102-4 J1. S. Probat Daytoa Pump Co. 1952 100 63 2------------------------ ----------------..... 110 3- 8-55 It
914-102-3 9. L. Morgan ---- do ----------1954 118 94 2 Top. 2-lack casing .6 ---- 7.30 2-30-54 70 3- 8-55 It
914-102-6 City of Holly Hill Central Florida 1955 230 107 8 Top, S-lack casing .7 18.74 -20.30 6-19-56 70 9-27-55 P
Drilling Co.
914-102-7 T. Travis--------------------- -----129 --- It~ Top, 1%-nckcaelq .5 -_- 1.6 3-12-56---------Zr
914-102-S F. Nielson-----------------------925 125 ... 2-------------------------------------------s 3-13-S6 Z




Table 1.-Cotne
* ,. ____ eoe Chloride content
914-102-9 A. Jennins .......... 1945 107 ..2 --------- ..... ....... 80 3-13-56 N
914-103-1 J. E. Madden I. Hall 1948 165 ... 3 Top, 3-Loch casing 0.0 8 0.40 2-17-54 g0 2-17-54 it
-4.11 6-19-56
-1.27 12- 6-56
914-103-2 G. Showvell----------------------1950 167 --- 6 Top, 6-Loch easinig 1.0-------7.00 3- 4-54. 70 3- 4-54 Ir
914-103-3 s. a. Trew 0. Johnson 1948 148 84 2 Top, casing .4 ..-- 1.40 3- 4-54 90 3- 4-54 v
914-106-4 Bishop's Dairy Co.------------------------------- 2 Top, dimeharga .0 .... 1,60 3- 4-54 110 3- 4-54 a
914-104-1 Bratcher Daytona Pump Co. 1952 150 113 2 Top. 2-Loch casing .2- -27.0 '7-11-52 40 3- 5-54 D
914-104-2 S. C. iulke--------------------1952 37 37 2----------------------------------------------30 3- 8-54 D
914-107-1 V. Rush-------------------------------------2 Top. 2-Loch tee 1.6 --.. 2.89 3-15-56 30 3-15-54 D
914-126-1 0. 0. Hanson A. Jones 1939 150 100 3 Land surface, .0 52 .. ...........
914-127-1 3. Snead 0. 5. McDonald 1956 147 104 2 Top, casing .0 76 -47.00 6- 8-56 6.. 8-56 0
915-101-1 R, Ploicker Daytona Pump Co. 1951 160 99 4 Top, casing .3-...-10. ?- 3-51 70 2- 7-55 Ir
915-101-2 II. I. .Toynt ---- do----------- 1951 128 87 4 Top, too on casing .6 .--- 1.14 2- 7-S3 70 2- 7-55 Zr
915-103-1 Riviera Hotel---------------------1929 170 95 6 top, casing 1.4 .... .95 I1- 3-53 100 I1- 3-53 N
-3.92 6-14-56
-3.85 6-25-56
915-106-1 B. Fairolouth----------------------------------2----------------------------------------------140 3- 8-54
915-106-2 X. 0. Mc~eil 8. Wilson 1950 155 90 2----------------------------------------------120 3- 8-54
915-106-3 .7. II. Adams----------------------1940 140 ---- - - - - - .. ... ... ..... 160 12- 9-54 D
915-107-1 S. 0, Dreke--------------------1910 130 65 2 Top, 2-Look toe .2 .... 2.60 12-14-53 120 12-16-53 0
915-107-2 -...do---------------------.-----1927 131 90 2 Top, casing 3....-- 4.34 12-16-53 110 12-16-53 N 0.3' below lend
surf ace




- ---- Wati~erJ level Chlrldconent
I Ii 1 .1 1-In
915-101-3 HI. 0. Worthington ......... 1900 187 90 4 Top, elbow on 12,0 12. .54 11-22-54 60 11-22-54 D
Callon -2:51 6:14-56
9 15-107- a IN M. Hull 3, Miller 1956 127 107 2 -d o- - - - 1.7 .... 3.71 3-14- 54 60 3-14-56 D
915-111-1 H. 0. Cons 0. .Johnson 1951 ... 2 . ........ ..... ...... 60 11-22-54 0
915-132-1 Un~on Paper B&S Co. A. 0. ones 1936 116 90 2 ......... -.... ...... 5,100 3- 9-56 10n
915-132-2 o - 13 2 02 Tp alg.0 a 1.08 3- 9-56 3,150 5 -62
915-132-3 ---o ..... ...d........ 47 47 1k ..o...... 3.7 ... -8.28 3- 9-56 .... .....
916-102-1 Ilnor Daytona Piinp Co----------------2-----------------------------------------------1D 6- 1-54 Ir
916-103-1 City of Ormiond---------------------1934 190 6-----------------------------------------------00 11-16-54 P
0 Beech
916-103-2 -- d-------------- ---------------1934 190 6- 6---------------------------------------------220 11-16-54 P
916-103-3 d-------do.....------------------1934 190 --- 6----------------------------------------------190 11-16-54 P
916-103-4 -...d----------------------------- 1934 190 --- 6----------------------------------------------200 11-16-54 P
916-103-5 J. J. Reynolds Daytoa Pump Co. 1950 127 87 2 Top, elbow on 1.0 .... 2.08 1-10-55 100 1-10-55 Is
casinig
916-104-1 L. L. North ....-do------------1953 125 73 3 Top, 3-incbcoup26ng 1.0 2 3.12 1-10-55 110 1-10-55 Or
- .40 6-13-56
1.78 11-26-56
916-104-2 Beesley-------------------------------------2 ..do--------------------------5.06 1-10-55 100 1-10-55 N6 3.01 below lend
surfae
916-105-1 B. Davis R. Davis 1939 57 57 1?g-----------------------------------------------0 12- 9-54 D
916-105-2 6. 0. HoNWell-------------------------129 ... 2 TOP, tee on casiog 1.3 B 1.81 12-21-54 140 12-21-54 N
-1.141 6-13-56
- I ~1.28111-2 -561




'2 surin O ica
a ..water level Chloril content
916-112-1~ 0 HulSie191 70 3--- 2 Top te on 19-- 128 12-4 0 1-25 91 8 1 - - - - -- - - - . 0 -- 2 d - - - 3 -15 3 19 5 10 8 6
VI917-102-2 P. Wivllm G. onia 195-5 10 2 ----~Z ------- --- 1.0 -- ----I.. ....
917-103-2 -.L eeot ........ 1904 926 --- 2 Top, casing 0.1 --- 7.82 12-21-534 110 12-1-54 N
916-1132 0. HuCall ............ 1951 170 --- 2 Top, teesn 1.8 -12.3 11-22-54 650 11-22-34 2
916-.2-l 04 ---2 - d .7 36 -215 3-19-36 1 -83
917-13-3 ---nion ---- Paper------ --ag Co.-9 --- 2 Top, caaing .0 Il. -2.55 3-18-56 190 3-18-36 N
916-1032-1 C. Navyn Day eton& ntic Co. 1942 180 9 _o~ig---- -- -- -- ---- 10 11-5 I
917-102-1 Caa. en tb Cop H.-------------------3------------- 2----------------- ----------------23.... 0 42-13-52 N
41917-106-2 A, H a 0----o---on- 1953- 135. 10 2------------------------ --0--------------- --0- 5-----917-12-1 C. Co. r ....or.............-----1900 116 --- 2 Top, 4c si ng 1.2 47. 1.60 12-21-33 140 1-21-53 N
91 7-103-3 W arkh----------------- ---- 13 _J 21---------------- I----10 ----3Tp -ic 4---- .8 1-05 1 1-10-35 N




4aLL ALa~~a -srn -cn.Wt LeoI Q~L otn
4O1-ioz-i gitaor J. Miller 1953 166 94 4 Top, tee on casing 0.5 .... .0 9- 5-53 160 11-19-53 Zr
918-102-2 Illinor Villae Daytona Poop Co. 1951 192 95 6-----------------------------------------------SO 11-24-53 Zr
Gotlf Cou rse
918-103-1 16. J. Dlowd ---- do----------------.115 96 24 Top, valve 1,6.........9 11-20-53 190 11-30-53 ir
918-103-2 G, W. Thicker ----4-----------------..138 95 2------------------------------------------110D 11-20-33
918-103-3 D. Morton ---.-do-----------.1932 144 98 3----------------------------------------------150 11-23-53 Zr
918-103-4 n. p. meloy ---- do------------ 1950 98 93 2 Top, tee on casing .3 4 2,2 12-14-53 190 12-14-53 D
-1.20 6-36
.41 1128-56
918-103-5 W8. H. Beatty----------------------1930 23 23 It----------------------------------------------40 12-14-53 D
U1 918-103-6 Mi. s. Sheriff Hale 1952 149 88 2------------------- -------------------------188 12-15-53 0
918-103-7 C. P. Ludwig 0. Johnsoni 1951 135 ..2----------------------------------------------160 12-01-53 Ir
918-105-1 A. T. Merril J. Miller 1947 116 2 Top, teeing .4 18 -7.90 12-10-53 30 12-10-53 N
-12.12 6-12-56
-9.98 11-21-56
918-105-2 c. w. Pilot C. Johnson 1953 40 40 It----------------------------------------------40 12-10-53 D
918-105-3 C. Mties-------------------------- 167 90 4-----------------------------------------------60 12-10-53 0
918-103-4 A. T Merrill---------------------1930 ---- 2 Top, 2-inch stend 6.9---------1.20 12-11-53 250 12-11-53 o
918-105-5 P. Drummmond----------------------1944 90 ... 2 Top, discharge .6 ... 1.65 12-11-33 170 12-11-53 o
pipe
919-105-6 1. Anderson----------------------1950 120 ..2-------------------------------------------150 12-11-53 0
918-108-1 A. Oetingen Daytona Pump Co. 1952 127 94 2----------------------------------------------100 12- 2-53 D
918-106-2 -...do---------------------------------1 18 1Is -----------------------------------------------190 12- 7-53 N
918-10-3 15J Slovk 0. Johnson 1952 134 90 3-------------------------------------------240 [12- 7-53 Zni




- 'te nj. Heauriatn1 an ...!ta level Clnrakcfntfnt
IS444 41 5 'Z ew
0 .0. 4, 0 i
918-128-t E, D. Peterson E. Hamilton 1927 134 --- 3 Top, casing .6 48 -21.49 2-27-36 30 2-27-56 D
918-L29-1------------------------------------ ------17 16 24 Top, cement well .... 57 -16.91 6- 3-56-----------------N 0.8' below land
918-132-1 U. S. Corps of 0. 8. Corps of ---- 155 126 6 Top, easing 11.0 14.3 -9.71 2-27-56. 510 2-27-36 T
Engineers Engineers
qL9-103-i R. H. Bruce G. Johnson 1953 140 .-- 2 Top, tee on casing 1.0------------------------290 11-16-53 Zr
919-103-2 Pso-Ormood Lab L. Hall 1953 190 --3 Top, casing------------------4 11-19-53 220 11-19-53 Zr 0.8' below lend
Lt919-103-3 0. Vin S. Wilson 1948 125 --- 2--------------------- ---------------...------280 12- 2-54 Zr srfc
919-103-4 H. Swanston Deytona Pump Co. 1953 127 106 2-----------------------------------------------290 11-18-53 Zr
19-103-5 0. W. Fowler 0. Johnson 1953 16 16 2------------------------------------------------40 12- 2-54 Zr
919-103-6 J. W. Moraton Dsytone Pmp Co. 1954 104 100 2 Top, casing .0---------1.5 1-1:-54 240 12- 1-54 Zr
919-103-7 G. Lecher ---- d------------1931 137 98 2----------------------------------------------190 12- 1-54 Zr
919-103-8 L. A. Richards ...--d------------1952 117 98 2-----------------------------------------------180 12- 1-54 Zr
919-103-9 H. Cohen ....-d-----------------116 97 2------------------- -------------------------210 12- 4-54 Zr
919-103-1( W. C. Petry ---- d------------.1952 128 98 2-----------------------------------------------190 12- 4-54 Cr
91940O3-41 R. K. Silvay 0. Johnson 1954 150 ..2-----------------------------------------------260 12- 4-54 Zr
919-103-12 F. whiltenbars--------------------------13 --- 2 Tsp, casing .2---------7.89 12- 4-54 20 12- 4-54 K
919-103-13---d ---------------------------- ---- ---------2----------------------------------------------240 12- 4-54 Cn
909-103-14 G. Nielson-----------------------1954 17 17 1k----------------------------------------------10 11-. 4-54 Zr
919-103-15 B. Vssdsoarr C. S. Lutz 1954 25 25 lk---------------------------------------------40 12- 4"1 Zr




ClioMoms n fi Laur Lavu a 2~o a ta dii 1 nt
919-104-1 0. Ki, Bowen W. Melton 1934 172 07 3 Top, casing 0,2 2 4,70 12-21-52 260 12- 4-53 D 919-104-2 A. R, Van Lonno ............ 136 --- 3 Top tas on casing .4 --- 3.20 12-23-53 350 12-23-53 In
91-143 elrd icorest U, a. Caol, Sarvey 1957 93 0 3 Land surface .0-------------------------------------T
919-105-1 oAmeian Develop----------------------------------2 Top, 2-inch .0 2 6.12 8-26-34 290 8-26-54 N
went Cu. coupling 4,49 6-12-56 919-105-2 -...do --------------------------------126 --- 2 Top, casing 1.7 ---- 1.93 3- 8-56 180 3- 9-36 N
919-105-3 .- do .........-..............--------122 ..2 Top, reducer on 1.6 --- 1.6 3- 8-56 ....
casing
A 919-LO6-1 Jacksnville Vase Daytona Pump Co. 1953 160 103 3----------------------------------------------60 L2- 7-53 In
Co,
919-106-2 Amierican Develop-----------------..------180 -.- 5 Bottom, 2-inch tee .5 ...-1.1 3- 7-56-----------------N
Mnt Co.
919-106-3 World Color, Inc. Daytona. Poop Co. 1937 190 106 6 Top, casing 1.3 29 -11.90 8-29-57 160 8-29-37 in
919-107-1 Anerican Develop- --o---------L. 954 154 105 2 --d---------------.2---11.71 11-17-34 80 11-17-54 8
msnt CO.
919-107-2--d---------------do-------------1954 134 103 2 --d--------------- .2 17.20 11-17-57 120 11-17-34 s
919-125-1 R. Nolan II. 8. corps of 1935 138 --- 6 Tap, 6-inch casing 1.1 24.38-------------------------------8
Engineers
920-104-1 W. Fenton-----------------------1948 116 88 2 Top, stand pipe 4.2 9 -2,20 11-17-53 1,620 11-17-53 N
-4.97 6-13-56
--4.03 12- 4-56
920-104-2 Florida Forest U. 8. Oeol. Survey 1957 93 a A ............ --------------------------------------.........T
ServiceI




Table I. -Continued CaiI I easuri2 ot 9.. -__q) .A Wate aai ihodr content
920-103-1 Florida Tonmat Daytona Pump Go. 136 95 3 Tap, tOe0e l 1o32 1c-min5 ... 0.1' .el.. ...nd.
Service 1,2 1-4-3P .'e land 92D-105-2 ---do .... .........- -- 25 25 2 .......... .. 17.88 ....... 40 12-14-53 0
920-105-3 ... do .... -------- 1954 137 91 2 Top, 2-inch to@ .0 11.45 1.56 9-20-54 1,110 9-20-54 P
92D-105-4 --- d-... U, S. Gaol. Survey 1957 68 0 335 Land surface .0 10 ....... .. ....T
920-105-5 ... d-d-- o-- 19...... 57 83 0 3k5 Lend surface .0 10 ....... .. ....T
92D-105-6 -- d---------------d------------1957 93 0 A3 Land surfae .0 11--------------------------------T
920-105-7 d--------do.... ...do----------- 1957 93 0 3A Lend surface .0 a--------------------------------T
920-105-8 d--------do.... ...do.----------1957 93 0 A3 Land surface .0 9------------------T
920-105-9 -...do-------------.do-----------.1957 93 0 3k5 Lend surface .0 6------------------920-105-10 d-------- d .... ..do,.-----------1957 93 0 335 Land surface .0 12--------------------------------T
920-106-11 do----- --------....do .----------1957 90 0 3k Land surface .0 10 .. .......----------------------T
920-105-12 -...dco........-----do.----------- 1957 93 0 3A Land surface .0 7--------------------------------T
920-105-13 .- do --------- ----de,.----------1957 93 0 311 Land surface .0 2--------------------------------T
920-106-1 Dj~arian Develop-----------.----1927 127 ..2 Top, discharge 1.3------------------------10 11- 3-53 0
we01 GO. pipe
920-106-2 -...d---------------------------------.109 ... 2 -- do. ---------------0 12 1.31 3- 7-56 90 3- 7-56 N
920-106-3 do---------------- -------.......----------2 Top, casing .2 ... 1.55 3- 7'.56 90 3- 7-56 8
920-106-4 d.----------d, --------- ------..... .. ..----2-----------------------------------------------90 3- 8-56
920-107-1 K. M. Tolbert---------------------1930 40 40 2----------------------------------------------60 12- 7-53 D
920-108-1 ll. Mc34illan 0. Johnson 1950 125 ... 2----------------------------------------------100 12.. 2-53 D
920-108-2 8. Clark Daytona, Pump Co. 1951 110 _97. .------------------------------------------------50112- 2-53, D




T014. 1, *Consiois4 _____CasinoxI~ ocilton! ~t~
9 013-j .......... ........... ... 06 --2 TPCasng 0.6 ~- -2.97 3-18-56 60 3-18-56
921-104-1 1. B. Hordman ......... 1923 13 ... 36 Top, wall of well 1,1 10 -66 : 1 1653 9 1.6-3 r
-41 6-15-56
-6,31 12-. 4-56
921-104-2 ... -o .... ........ 1944 90 ... 2 Top, Gasing .4 ... -6,3 11-16-53 1,020 11-L6-53 N
921-104-3 1. 9. Steso L, Ra41 1933 127 107 2 Top, casing .3 .-1.4 11-17-53 1,690 11-17-53 S
921-105-1 Florida Forest ......... .. 120 87 2 Top, easing .8 .. -1.9 5-31-54 240 5-31-54 m
Seryi96 -5.42 6-12-56
921-105-2 -...do----------------------------1954 144 91 4 Top, 4.iooh casing .8 19 -7.8 9-20-54 330 9-17-54 P
9214106-1 lest. Road Dept.------------------------100 --- 4 Top. 4-inch .4 27 -3.74 t- 5-55 30 1- 3-33 N
coupling -4.13 11-20-56
921-129-1------------------------------------------------4----------------------------------------------10 6- 5-36' N
922-104-1 H. S. Jones Daytona Pump Co. 1953 113 90 2 Top, casing .9 5 3.35 11-16-33 840 11-18-53 0
1.27 6:13-56
I1.51 12- 4-5
923-107-1 W. M. Wahlscad--------------------1930 40 ... 3----------------------------------------------140 12-10-53 D
923-107-2 d-----d------------------------1. 930 100 --- 4 Top, elbow 2.8 a 7.8 12-10-53 230 12-10-53 8
3.02 6-26
2.24 1120-56
923-106-1 -...do------------------------------25 25 1----------------------------------------------40 12-10-53 0
924-106-1 j. D. Vedkins-------------------------82 --- 2 Top. couapling .7 6 8.2 11-11-53 1,280 11-11-53 D
3.42 6-12-56
5.81 11-20-56
924-106-2 3. N. Snead Daytona Puop Co. ---- 86 2 Top, discharge 1.1 .... 66 1-22-53 1,370 12-22-53 N
pipe
924-106-3 a. c. withan--------------------------L16 --4 Top, discharge .7 8 5.23 11-11-33 630 11-11-53 H
valve .95 6-12-.56
924-108-11 W..2.b -------------------------1909 16 3 ........2.48 11-20-56
________.__....-- - - - - - 1301 11-11-53, D




TARLE 1. --Contisu.od
well No. Location
840-058-1 3.87 miles southeast along State Hwy. 46 from bridge acrss the St. Johns River,
137 yards southeast of south edge of State Hwy. 46.
840-058-2 3.87 mites southeast along State Hwy. 46 iron bridge across the St. John's River,
55 yards ooutheast of sooth edgs of flats Hwy. 46.
843-101-1 0.76 mile sutheast aloog State Hwy. 46 from bridge across the St. John's..River,
1.84 miles north along a shell road, 450 feet west of shell rood in a citrus grove.
844-101-1 0.76 mile southest along State Hwy. 46 ifro bridge across the St. John's giver,
2.13 miles northwest along a shell road, 90 feet north of shell rood.
844-101-2 0.76 nile southeast along Slate Hwy. 46 iron bridge across the ft. John'. giver,
1.90 miles north along a shell road, 800 feet north of the shell rood, at north edge
of a citrus grove.
846-101-1 2.39 miles west along State Hwy. 410 from Maytow, 4.24 milo sooth from State Hwy.
410 onea shell road, well Is on west edge of the shell road.
847-051-1 4.15 miles south along U. S. Hwy. 1 from Oak Hill, 1.16 miles south from U. S.
Hwy. 1 along a shell road, 163 foot east of the shell read in a citrus grove.
847-100-1 2.38 ailes west along State Hwy. 410 from Slaytown, 1.84 miles south along a shell
road from State Hoy. 410, 840 feat West along am abandoned railroad from the shell
road, 84 feet south of the abandoned railroad.
848-052-1 1.45 miles north along U. S. Hwy. 1 from the grevard County line, 30 feet West of
the west edge of U. S. Hwy. 1, 2 feet east of the east edge of a coscete swiming
pool.
848-052-2 3.91 miles south along U. S. Hwy. 1 from Oak Hill, 1.22 miles west along a shell
road from U. S. Hwy. 1, 230 feet south of the shell rued in a citrus grove.
848-032-3 3.91 miles south along U. S. Hwy. 1 from Oak Hill, 1.22 miles west along a abetl
road from U. S. Hwy. 1, 140 fast north of the shall road in a citrus grove.
840-059-1 2.39 miles west along State Hwy. 410 from Maytoom, 1.08 miles nou16 aloog a shell
rood from State Hwy. 410, 170 feet west of the wool edge of the hell roed.
848-107-1 1.38 miles south along State Hwy. 415 from Osteen, 3.64 mils east along a shell
rood from State Hwy. 415, well at southeast edge of a parking lot.
848-107-2 1.36 miles south along State Hwy. 415 from Osteen, 3.52 mils east along a shell
road from State Hwy. 415, 20 feet east of the shell road.
848-107-3 1.36 miles south along store Hwy. 415 from Osteen, 3.86 mils east along a shell
road from State Hwy. 415, 60 feet east of the hell road, in a boet abetter.
848-107-4 1.36 miles south long State Hwy. 415 from Ostesm, 3.50 mils east along a shell
road from State Hey. 415, 1 foot west of northwest corner of a baso on east side
of the shell road.
846-111-1 0.52 moils morth along State Hwy. 413 from a bridge across the ft. John's giver,
100 feet southeast of south edge of Stats lHwy. 415.
849-052-1 3.91 miles south along U. S. Hwy. I from Oak Hill, 0.50 nile west along a shell
road from U. S. Hwy. 1, 0.46 nile north alng a trail from the shell road, 660
feet east of the trail.
849-052-2 3.91 miles south along U. S. Hwy. 1 from Oak Hill, 0.50 mile west alosg a shell
toed from U. S. Hwy. 1, 0.51 mile north along e trail from the shell rood, 50
feat wart of the trail.
649-111-1 1.52 miles north along Stats Hwy., 415 from a bridge across the St. John's River,
30 feet northwest of the north edge of Scalte Hwy. 415.
850-104-1 4.67 miles east along State Hwy. 410 from the intersection of State Hwy. 410 and
415 at COseem, 165 feet north of lbs north edge of State Hwy. 410.
850-104-2 4.33 miles east along flats Hwy. 410 from 0510cm 0.65 mile nouth along a bell
road from State Hwy. 410, 60 feat east of the shell road.
5.7




TAUS 1. --continued
weit No_ Location
830-106-1 3.31 miles east along State Hlwy. 410 funm Osteen, 0.38 mile south along a shell
road frem State Hey. 410, 150 feet east of edge of shell road.
850-109-1 133 feet northwest of the Intersection of State Hwys. 410 and 415 in Ostees. 12
feet east of the east end of the matntenance building of the Florida State Road
Department shop.
850-109- 0-17 oile South along road to Lemon Bluff from State Hey, 415 at Osteen, 140 feet
west of west edge of the Lemon Bluff road.
850-118-I 0.38 mile north along U. S. Hwy. 92 free a bridge across the St. John's River, 0.09
mile southeast along so asphalt road freet U. S. Hwy. 92, 130 feet northeast from
the asphalt road.
850-118-2 0.38 mile north along U. S. Hwy. 92 free a bridge across the St. John's River,
0.52 mile southeast along am asphalt read tree U. S. Hwy. 92, waell is in edge of
riser at end of asphalt road.
830-118-3 0.47 mite oorth along U. S. Hwy. 92 from a bridge stress the St. John's River, 0.09
mile west along a secondary road funm U. S. Hwy. 92, 0.13 oils northwot of thesecondary read in the morthwest corner of a pasture.
830-118-4 0.47 mile north along U. S. Hwy. 92 free a bridge across the St. John's River.
0.17 mite wet along a secondary read free U. S. Hwy, 92, well is on the north
shoulder of the secondary road.
850-118-3 0-66 ones north along U. S. Hwy. 92 free a bridge across the St. John's River, 70
feet east ef east edge of U. S. Hwy. 92 under porch of owe' hose.
801-6 0.63 mile north along U. S. Hwy. 92 from a bridge across the St. John's River, 30
feet south of a houes an the east side of U. S. Hey. 92.850-118-7 0.60 mile north along U. S. HWy. 92 from a bridge across the St. John's River,
20 feet east of U. S. Hwy. 92 and 5 feet south of a driveway.
830-118-8 0.49 mile north along U. S. Hwy. 92 free a bridge across the St. John's River,
110 feet east of U. S. Owy. 92 at the northeast corner of a house.
854-118-9 0.45 nile north along U. S. Hwy. 92 from a bridge across the St. John's River,
50 feet east of the east edge of U. S. Hwy. 92, 30 feet north of the northwest
corner of a house.
850-118-tO 0.41 mile north along U. S. Hwy. 92 free a bridge across the St. John's River, 30
feet east of the east edge of U. S. Hey. 92.
850-118-11 0.38 ella north along U. S. Buy. 92 free a bridge across the St. John's River,
well is at the southwest corner of owner's garage.
830-118-12 0.38 mile north along U. S. hwy. 92 funm a bridge across the St. John's River, 0.13
mile sontheastt along an asphalt read funm U. S. Hwy. 92, 125 feet northeast of the
asphalt read.
830-113-13 0.38 mile north along U. S. Hey. 92 from a bridge across the St. John's River,
0.19 mile southeast along an asphalt road funm U. S. Hwy. 92, 20 feet east of
house.
850-118-14 0.38 mile north along U. S. HWy. 92 funm a bridge across the St. John's River,
0.29 mile southeast along am asphalt road free U. S. Hwy. 92, 140 feet east of a
cvuree in asphalt read.
850-118-I5 0.3a ella north along U. S. Hwy. 92 funm a bridge across the St. John's River,
0.16 mile southeast along an asphalt road from U. S. Hwy. 92, 90 feet west of the
asphalt road.
850-118-16 0.38 mile north along U. S. Hwy. 92 funm a bridge across the St. John's River, 0.06 mile southeast along so asphalt road free U. S. Hey. 92, 75 feet west of the
asphalt road.
850-118-17 0.72 mile morth along U. S. Hwy. 92 free a bridge across the St. John's River, 110 feet west of the west edge of U. S. Hwy. 92.
850-118-18 0.65 mile north along U. S. Hwy. 92 funm a bridge across the St. John's River, sell is located inside of owner's garage west of U. S. Hwy. 92.
58




TAMS 1. -Continued
Well No. Location 850-118-19 0.66 mile north along U. S. Buy. 92 iron a bridge across the St. John's River,
wall is in the rear of owner's house west of U. S. Hwy. 92.
850-118-20 0.46 ml. north along U. S. Bwy. 92 from a bridge across the St. John's River, 60
fact vest of vast edge of U. S. Hwy. 92.
850-118-21 0.43 mile north along U. S. Buy. 92 iron a bridge across the St. John's River, 5
fat west of a house on the vest aido of U. S. Hwy. 92.
850-118-22 0.41 mile north along U1. S. Hwy. 92 from a bridge across the St. John's giver, 180
feet vast of the vast edge of V. S. Hwy. 92.
850-118-23 0.39 mile north along U. S. Hey. 92 iron a bridge across the St. John's giver, 210
feet yet of the vet edge of U. S. Hwy. 92.
850-118-24 0.37 mile north along U. S. Hwy. 92 iron a bridge across the St. John's River, 200
feet-west of the west edge of U. S. Hwy. 92.
850-118-25 0.14 nile north along U S. Hwy. 92 iron a bridge across the St. John's River, 0.07
mile eant of the met edge of U. S. Hwy. 92.
850-119-1 0.41 nile north along U. S. Hwy. 92 from a bridge across the St. John's River, 0.54
mile west alng a secondary road from U. S. Hwy. 92, 100 feet sooth of the secondary
road.
850-119-2 0.47 mile north along U. S. Hwy. 92 from a bridge across the St. John's River, 0.59
mile west along a secondary road iron U. S. Hwy. 92, 0.42 nile west along a shell
road from the secondary road, veil is in yard of a house on south side of the shell
road.
850-119-3 0.47 mile north along U. S._Hoy. -92 from a bridge across the St. John's River, 0.59
mile west along a secondary road from U. S. Hwy. 92, 0.42 nile west along a shell road from the secondary road, vell is in posture n north side of the shell rosd.
851-050-1 0.90 mile sooth along U. S. Hwy, 1 from Oab Hill, 235 feet west of the west edge
of U. S. Hwy. 1, 20 feet sooth of an elevated water tank.
851-050-2 0.89 mile sooth along U. S. Hwy. 1 from Oak Hill, 125 feet west of the west edge
of U. S. Hoy. 1, .10 feet west of a fish pond.
851-051-1 0.56 mile south along U. S. Hwy. 1 from Oak Hill, 0.84 mile southwest along a shell
road from U. S. Hwy. 1, 0.17 nile nsrthveet along a trail iron the shell road, 270
feet north of the trail is a growe.
851-051-2 0.56 mile sooth along U. S Hwy. 1 from Oak Hill, 0.61 mile west aloeg a shell
road from U. S. Hwy. 1, 225 feet north of the shell road in a ditch.
851-051-3 0.56 mile sooth along U. S. Hey. I from Oak Hill. 0.45 nile west along a &hell
road from U. S. Hwy. 1. 0.15 nile osuthsalong a driveway from the shell road, 520
feel east of driveway in a grove.
851-051-4 0.56 mile south along U. S. Hwy. 1 from Oak Hill, 0.45 nile west along a shell
road from U. S. Hwy. 1, 0.15 nile sooth along a driveway from the shell road,
910 feet west of driveway.
851-051-5 0.16 mile south along U. S. Hey. 1 from Oak Hill, 0.11 mile vest along city
street from U. S. Hwy. 1, 150 feet sooth of the oily street at a fruit packing
house.
851-052-1 0.99 mile west along State Hwy. 410 from oak Hill, 0.41 nile south along a shell
road from State Hwy. 410, 0.09 nile southwest along a troil iron the shell road,
270 feet south of the trail.
851-052-2 0.99 mile west along State Hvy. 410 from Oak HLill, 0.24 mile sooth along a shell
road from gtate Hwy. 410, 0.2 nile vet along a driveway from the shell road, 125
feet sooth of the driveway.
851-109-1 0.23 mile north along state Hwy. 415 from the intersection of State Hwy. 415 and
Florida Eat Coat R.R. at Osteen, on east shoulder of State Hwry. 415.
851-113-1 2.71 miles east along state Hwy.- 410 from enterprise Post off ire, 0.24 mile south
along a shell road from State Hwy. 410, 33 feet east of the north end of a causeway
on the shell road.
59




TAKLE l.-Contlnued
well Mo. Location
851-11.3-2 1-90 miles east aloeg State Hwy. 410 from Enterprise Post Office, 0.04 mile south
along a driveway from State Hwy. 41D, at rear of owner's house.
851-113-3 2.08 miles east along State Hwy. 410 from Enterprise Post Office, 225 feet south
of the south edge of State Hwy. 410.
S51-113-4 2-24 miles east aloes State Hwy. 410 iron Enterprise Post Office, 175 feet south of
the intersection of State Hwy. 410 and a shell read northward.
85L-1t3-5 2.24 miles east along State Hwy. 410 from Enterprise Post Office, 0.09 mile north
along a shell road from State Hwy. 410, 340 feet east along north 'edge of a railroad from the shell road.
851-113-6 2.3& miles east along State Hwy. 410 from the Enterprise Post Office, 150 feet
south of State Hwy. 410.
851-113-7 2.54 miles east along State Hwy. 410 from the Enterprise Poet office, 0.12 mile
north along a shell road from State Hwy. 410, 200 feet east of the shell road.
851-113-8 2.48 miles east along State Hwy. 410 from Enterprise Post Office, 90 feet south
of the south edge of State Hwy. 410.
851-114-1 0.91 mile east along State Hwy. 410 from Enterprise Poet Office. 15 feet south of
State Hwy- 410, 56 feet north of Lake Monroe.
851-114-2 0.90 sils east along State Hwy. 410 from Enterprise Poor Offie, 80 feet sorth of
the north edge of State Hwy. 410.
851-114-3 1.39 miles east along State Hwy. 410 from Enterprise Post Office, 130 feet north of
the north edge of State Hwy. 410.
851-115-1 0-56 mile south aloes State Hwy. 410 from the intersection of State Hwy. 410 and
the Florida East Coast E.g. at Enterprise, 14 feet south of the Hwy.
851-118-1 1.21 miles north along U. S. Hwy. 17 from a bridge across the St. John's giver,
0.04 ails west along a shell road from U. S. Hwy. 17, south of shell road between
to high tension power lines.
851-118-2 0.74 stile north along 0. S. Hwy. 17 from a bridge across the St. John's giver, 140 feet east of east edge of U. S. Hwy. 17, under owner's driveway.
951-118-3 0.79 mile nsrth along U. S. Hwy. 17 from a bridge across the St. John's River, 190 feet east of the east edge of U. S. Hwy. 17.
851-118-4 0.82 nile north along U. S Hwy. 17 from a bridge across the St. John's River, 175 feet east of the east edge of U S. Hwy. 17.
83-t18-5 0.88 mile north along U. S Hwy. 17 iron a bridge across the St. John's River, 200 feet east of the east edge of U. S. Hwy 17.
851-L18-6 0.92 mile north along 0. S. Hwy. 17 from a bridge across the St. John's River, on east side of Hwy. at southeast corner of owner's house.
951-118-7 0.98 mile north along U. S. Hwy. 17 from a bridge across the ft. .John's River, on the east side of the Hwy. behind owner's house.
851-118-8 0.95 mite north along U. S. Hwy. 17 from a bridge across the St. John's River,
0.20 mile east along a secondary road from U. S. Hwy. 17, 125 feet south of
secondary road.
as1-118-9 0.76 mile north along U. S. Hwy. 17 from a bridge across the St. ache's giver, 200 feet west of the west edge of U. S. Hwy. 17.
8M-118-10 0-90 mile north aloes U. S_ Hwy. 17 from a bridge across the St. ache's giver, 120 faet west of the west edge of U. S. Hwy. 17.
851-118-11 1.00 mile earth along U. S. Hwy. 17 from a bridge across the St. John's River. on west side of Hwy. in the edge of a pond.
&U1-10-12 1.03 mites north along a. S. Hwy. 17 from a bridge across the St, John's River, well at southwest corner of owner's house on west side of Hwy.
a5l-120-i 1.51 miles north along U. S. Hwy. 17 from a bridge across the St. ache's River,
2.82 miles west aloog a secondary road from U. S. H"y. 17, 0.2 mile west along a
shell road from the secondary road, welt 40 feet east of owner's house.
60




TABLIZ.-Comtiuned
Well Ho. Location
851-120-2 1.21 miles north along U, S. Hwy. 17 froe a bridge across the St. John's River, 2.80
miles west along a shell road froms U. S. Hwy. 17, 0.20 mile sooth along a shell road
iron the secondary road, 170 feet northwest of the ond of the _shell road on the river
book.
851-120-3 1.21 iles north Along U. S. Hwy. 17 iron a bridge across the St. John's giver, 2.80
miles west along a secondary rad iron 0. S Hwy. 17, 0.20 mile sooth iron secondary
road, I5'fest east of owe's house.
851-120-4 1.21 miles north along U. S. Hwy. 17 irm a bridge across the St. John's giver, 1.60
miles West along a secondary road iron U S. Hwy. 17, 80 feet west of curve in
secondary road.
852-050-1 0.78 mile north alosg U. S. Hwy. 1 from the Intersection of U. 8. Hwy. 1 and State
Hvy. 410 ia Oakc Hill, 0.63 mile east along a shell road iron U. S. Hwy. 1, 25 feet
north of the shell road.
852-65G-2 0.78 mile north along U. S. Hwy. 1 iron the intersection of U. S. Hey. 1 and State
Hay. 410.In Oak Hill. 0.73 mile east along a shell rood fron U. S. Hwy. 1, 230 feet
cost of a dock.
852-050-3 0.24 mile east along State Hwy. 410 from the Intersection of State Hwy. 410 and U. S.
Hwy. 1 in ak Hill, 0.49 mile north Along a shell road iron Stats Hwy. 410, 0.51 nile
east along a private roandiron the shell road, 100 feet north of the private road in
a citrus grove.
852-052-1 1.12 miles west along State Hwy. 410 from the Intersection of State Hwy. 410 and U. S.
Hwy. I at Oak Hill, 0.81 mile north along a shell road from state Hwy. 410, 0.26
mile sonthuest along a trail from the shell road, 63 feet southwest of entrance of
the trail Iate a citrus grove.
852-115-1 0.14 mile northwest along State Hwy. 410 from its intersection with the Florida East
Coast I.E. at Enterprise, 100 feel south of State Hwy. 410 and 200 feet-west of a
shell road.
852-115-2 0.47 nile sooth along State Soy. 410 from its Intersection with the Florida East
Coast i.E. at Enterprise, 15 feet sou th of the sooth edge of State Soy. 410 and 25
feet north of Lake Monroe.
852-115-3 0.48 mile south along State Hwy. 410 from its Intersection with the Florida East
Coast R.R. at Enterprise, 15 feet south of the sooth edge of Stato Soy. 410 and 25
feet north of Lake Monroe.
852-116-1 1.93 miles met slong the Enterprise Rd. from Its Intersection with U. S. Hey. 17,
at Benson Junction, 0.11 nile south along a shell road iron Enterprise Rd., well is
4 feet freowner's house on east oide of tha shell road.
852-116-2 1.93 mile east along the Enterprise Rd. from its intersection with U. S. Hwy. 17,
at Benon Junction, 0.07 nile sooth along a *shell road from the Enterprise ad.,
omll at owner's house on west side of shell road.
852-116-3 1.93 miles east along the Enterprise Rd. iron its intersection with U. S. Hwy. 17,
at Henson Junction, .0.09 mile sooth along a shell road from the Enterprise Rd.,
0.04 mile eat along a trail from the shell road, 70 font north of the trail.
852-116-4 1.93 miles east along the Enterprise Rd. from its intersection with u. s. Hwy. 17,
at Benson Junction, 0.09 nile south along a -shell road from the Enterprise Rd.,
0.20 mile east along a trail from the shell rood, 80 feet south of the trail.
852-116-5 1.93 miles est along the Enterprise Rd. from it. intersection with U. S. Hay. 17,
at Reason, Junction, 0.06 nile sooth along a shell road from the Enterprisa Rd.,
0.04 mile west along a trail from the shell road, 120 fast sooth of the trail.
852-116-6 1.93 miles east along the EnterprisO Rd. iron its Intersection. with u. s. Hwy. 17,
at Benson Junction, 0.08 mile sooth slang a shell road from the Enterprise Rd.,
0.06 mile west along a trail from the shell road, 130 feet sooth of the trail.
852-117-1 1.52 miles east along the Eaterprise Rd. from its intersection with U. s. Hwy. 17,
at Benson, Junction, 250 feet north of the Enterprise Rd. at northeast caner of
owner's house.
852-117-2 1.37 miles east along the Enterprise Rd. from its intersection with U. S. Hwy. 17,
at Benson Junction, 0.07 mile north along a shell rood from the Enterprise Rd.,
170 feet east of the shell rcad61




TANA l.--Contined
Watet te. Location
35Z-l17-3 1-45 miles seast along the Enterprise Rd. frets Its junction with U. S. Hwy. 17 at
Season Junction, 90 feet north of the Enterprise Rd.
852-111-4 1.49 elles east along the Enterprie Rd. iros its Junction with U. S. Nwy. 17 at
senson Junction. 60 feet north of the Enterprise Rd.
852-l-i L.S1 smiles north along 0. S. Hwy. 17 from a bridge across the St. John's River,
3-43 mites nost along the Fort Florida Rd. from U. H. Hwy. 17, 0.49 nile west along
a shell road from the Fort Florida Rd., 15 feet east of a house.
853-051-1 2.09 allen north along 0. S. Hwy. 1 from its intersection with Srate HwY. 410 et
Oak Rill. 200 feet cant of U. S. Hwy. I and 5 feet east of the souetheasot corner of
a building.
813-051-2 2.08 mites north along U. S. Hwy. I Iron its intersection with State Hwy. 410 at
oak Hill, 180 feet wse of U. S. Hwy. 1 and 10 feet southwest of the southwest
corner of a.shed.
853-053-1 1.21 miles went along a secondary road from its intersection with U. S. Hwy. 1 at
Aflel, 0. 10 nile south along a shell road from the secondary road, 0.29 nile west
along a trail from the shell road, 30 feet sooth of trail.
853-053-1 1-21 mits. et along a secondary road from its intersection with U. 5. Hwy. 1 at
Ani. 0.10 nile south along a shell road f ran the secondary road, 0.36 nile went
along a trail from the shell road, 800 feet south of trail.
853-053-3 1.2 miles est along a secondary road from Its intersection with 0. S. Hey. 1 at
Aritl 0.10 mile south slong a shell road from the secondary road, 0.42 nile west
along a trail from the secondary road, 500 feet corth of trail.
853-054-1 3.51 miles est along Stats Hwy. 410 fra Its intersection with U. S. Hwy. 1 at Oak
Rill, 2.17 miles north along a trail from Stats B"y. 410, 0.54 nile est along a
driwesy from the trail, 36 feet south of driveway to a citrus grove.
853-tl-I 200 feet east of Lakewood Dr. sod 75 feet north of Foote Lane in De~arry, 2 feet
nothest of the northwest corner of a garage.
853-c18-I 400 feet east along Fotnsetta Dr. f rom ice intersection with Highlands Rd. in
Delarry, 5 feet went of the south corner of ownset's hooe..
853-120-1 3.6 allen north along U. S. Hwy. 92 fran a bridge across the St. John's River,
2.71 stiles west along a shell road from its intersection with 0. S. Hwy. 92, 200
feat east of the St. John's giver.
85-044-1 10.65 miles south along State Hwy. AlA f ran a bridge across Indian River North,
0.61 mile went along a shell road from State Hwy. AlA, 65 feet northwest of
-'.r~ house.
854-049-Z 1O-65 miles south along State Hwy. MIA from a bridge across Indian River Horth,
0.62 mile net along a shalt road from Stats Hwy. AlA, 40 feet southeast of
owner's bone.
854-04-3 10.20 miles south along Stats Hwy. AlA from a bridge across Indian River North, 0,82 mile west along a shell road frost State Hwy. AlA, 12 feet north of the shell
road.
854-049-A 10.20 stiles south along State Hey. AlA f ran a bridge across Indian River North,
0.61 mile west along a shell road from State Hwy. MlA. 20 feet cant sf the
shell road.
8-0-I 2.62 miles north along 0. S. ey. 1 fran its intersection with State Hwy. 410 is
ak Ril1, 0.61 mile east along a shell road from U. S. Hwy. 1. 10 feet nortb of
the shell road.
854-051-2 2.82 miles north along U. S. Hwy. 1 fran its intersection with Starr Hwy. 410 at Oak Rilt, 0-52 nile east along a shell road from U. S. Hwy. 1, 60 feet south of
the shell read.
854-053-1 2.62 miles north alang U. S Hrwy. 1 from Ieo intersection with State Hwy. 410 at Oak Hill, 1.21 miles seat along a shell road from U. S. Hwy. 1, 1.00 stiles north
along Valco, Rd. from the shell road, 25 feet west of Valco Rd.
854-053-2 2.62 miles north along U. S. Hwy. I from its intersection with State Hwy. 410 at ak Hill, 1.69 miles west along a shell road fran U. S. Hwy. 1, 60 feet northeast
of the shell road in a citrus grove.
62




TANYA 1.-Continued
Well No. Location
854-054-1 3.51 miles west along State Hey. 410 fron its intersection with U. S. Hwy. 1 st oak
Hill, 2.62 miles north along a trail from Stste Hwy. 410, 0.61 nile along a driveway
tromtshlb trail, 60 fset earth of the driveway.
854-055-1 8.42 miles sooth along State Hwy. 409 from Its Intersection with State Hwy. 40, 0.86
mile northeast along a shell road front Stats Hwy. 409, 300 feet north of owner's house
in a citrus grove.
854-055-2 8.42 miles sooth along State Hwy. 409 from its intersection with State Hwy. 40, 0.52
mile east along a shell road from State Hwy. 409, 75 feat eat of the shell road in
a citrus grove.
854-055-3 8.42 miles sooth along Stale Hwy. 409 from its intcrsertion with Stale Hwy. 40, 0.52
mile east along a shell road from State Hwy. 409, 520 feet east of the shell road
in a citrus grove.
854-055-4 8.42 miles south along Stats Hey. 409 from its intersection with Stale Hwy. 40, 0.43
mile east along a shell road from State Hwy. 409, 500 fret south of the hell road
in a citrus grove.
854-055-5 8.41 miles sooth along State Hwy. 409 from its intersection with State Hwy. 40, 0.43
mile east along a shell rood from State Hey. 409, 150 feet south of the shell road
in a citrus grove.
854-103-1 5.40 miles east slung State Hwy. 410 from otten center, 3.74 miles north along a
shell road from Stole Hwy. 410, 0.36 nile east of the shell road along a driveway,
20 feet sooth of the driveway.
854-103-2 5.40 miles east along State Hey. 410 from Gateen center, 3.74 miles north along a
shell road from State Hwy. 410, 0.56 mile east of the shell road along a driveway,
15 feet sooth of the driveway.
834-117-1 2.18 miles south along U. S Hwy. 92 from the orange City Post Office, 210 feet
wet of U. S. tHwy. 92, in floor of puephouse, 20 feet west of Ranger's house.
855-051-1 1.16 miles north along U. S. Hwy. 1 from its intersection with lbs Ariel Rd., 0.59
mile east along a driveway from U. S. Hwy. 1, 30 feet east of the circular end of
tbs driveway.
855-051-2 1.16 miles north along U. S. Hw. I frm its intersection with the Arlel Rd.,* 0.58
mile east along a driveway from U. S. Nay. 1, 12 feet west of the woof aide of
owner's house.
855-051-3 1.16 miles north along U. S. Hwy. 1 from its intersection the the Ariel Rd., 0.58
mile east along a driveway from U. S. Hwy. 1, 27 feet west of wear corner of
owneres house.
855-053-1 1.89 miles west along Valo Rd. from its intersection with U. S. Hwy. 1, 0.41 mile
north along a shell road from Talo Rd.,* 20 feet est of the shell road.
855-053-2 2.04 miles west along Talo Rd. from itsa intersection with U. S. H". 1, 0.13 mile
north of Talco Rd. through a citrus grout, 2 feet south of a fence.
855-055-1 7.65 miles south on State Hey. 409 from its intersection with State Hwy. 40, 0.66
mile east of Stats Hwy. 409, in a citrus grove.
855-117-1 1.67 miles south along U. S. Hwy. 17 from Orange City canter, 35 feet east of the
east edge of U. S. Hwy. 17 and 250 feet north of the north edge of a secondary
road to Enterprise.
856-049-1 0.55 mile north along State Hwy. AlA from Turtle Hound, 210 feet west of State Hwy.
MIA, 4 feet northeast of the northeast corner of owner's house.
856-049-2 0.55 mile north along State Hwy. AlA from Turtle Mound, 150 feet west of State Hwy.
AlA, 60 feet teart of the owner's house.
856-052-1 1.61 miles north along U. S. Hwy. 1 from its intersection with Aridl Rd., 0.70
mile east along a driveway from u. S. Hwy. 1, 75 feet southwest of the southwest
corner of onemr's hoathouee.
656-052-2 1.61 miles north slung U. S. Hwy. I from its intersection with the Axial Rd., 0.92 mile eat along AL driveway from u. S. HW. 1, 50 feat north of northwest corner of
owner's house.
63




TAU l.-Costioocd
Well No. Location
856-052-3 1-29 tiles north along U. S. Hwy. 1 froms Its intersection with the Aciel Rd._ 0.64
mile test along a driveway from U. S. Hey. 1# 250 feet south of owner's house and
7 feet east of a shed.
956-052-4 0.15 mile earth along U. S. Hey. 1 Eros its intersection with Vairo Rd., 0.55 mile
east along a driveway from Li. S. Hey. 1. at southwest rumor of owner's house.
856-052-5 GAS5 mile north along U. 5. Hwy. 1 from it. intersection with Valco Rd., 0.45 nile
east along a driveway fros U. S. Hwy. 1, H0 feet north of the driveway.
856-056-1 5.31 miles south along State Hwy. 4519 from its intersection with State Hey. 40,
0.43 silt east slog a driveway from Stats Hoy. 40, 180 feet north of the driveway
in a citrus grove.
856-il0-I 0.28 mile south aloog U. S. Hwy. 17 from orange City center, 230 lest east of Ui. S.
Hwy. 17. in the south eod of remeot-hisrit building.
85-050-1 6.5 tilts south alog State Hwy. ALA from a bridge crossing Indian River North at
Rew Smyrna seaoh, 2 feat north of the tear door of motel and I loot west of the
rear well.
857-050-2 6.5 tiles south aloes State Hey. ALA from a bridge crossing Indian River Honkh at
New Smyrna Heath, L.5 feet north of the northeast csomer of the drink etand.
851-050-3 6.5 miles south along State Hwy. ALA from a bridge crossing Indian River North at
Hew Seyrna Beach, 0.L4 tile wet along a seni road frosm Stete Hwy. ALA, L7 feet
south of the seed ro-d.
857-056-1 4.70 miles south aloes State Hwy. 409 from Its intersection with state Hey. 40,
195 feet north of Stare Hwy. 409, Is a citrus grove.
a37-056-2 4.70 tiles south sIon Stats Hwy. 409 from Its Intersection with State Hwy. 40,
480 feet oorth of State Hwy, 409, in a citrus trove.
857-056-3 4.70 tiles south along State Hey. 409 fret its Intersection with State Hwy. 40,
1100 feet north of State Hwy. 409. at a wind hreak across a citrus grove.
857-056-4 4.10 tiles south atong State Hwy. 409 fret its Intersaction with State Hwy. 40,
25(30 feet north of State Hey. 409 at the north edge of a citrus grove.
857-105-1 4.13 tiles south aloes State Hwy. 413 from its intersection with State Hwy. 40,
24 feet west of the west edge of the pavement of Stale Hwy. 413.
858-GSA-I 1.12 tiles south aloes U. S. Hwy. I trotn Edgewater center, 0.63 tile wet along
Indian River Blvd. from U. S. Hoy. 1, 40 feet north of Indian River Btvd.
858-113-1 2.59 tiles south along State Owy. 430 from Its intersectiont with State Hwy. 40 alt Lake Helen, 0.82 tile east along a paved street fret State Hey. 450, 115 feet
torch of the paved street.
85a-113-2 2.59 tiles south along Scata "o. 450 from ice interaection with State HeY. 40 at Lake Helen, 1.3? tiles east along a paved street fromm State Hey. 430, 0.26 tile north
along a shell road from the paved street, 350 fvet west of shell road.
55-120-1 0.65 tile west aloes New York Ave. fret a level crossing over the Atlantic CoastIle R.R. at Deland, 2.60 tiles south along k secondary road fret new York Awe. .
6 feet north of outer's garage.
s58-U20-2 0.65 tile west aloes New York Ave. from a level crossing over the Atlantic Coastlist g.g. at Deland, 3.10 tiles south along a secondary road trot New York Ave.,
300 feet weat of the secondary road.
35"-G- 400 feet eat along Park Ave. from the City Rall at Edgewater, 6 feet east of the east edge of the intersection of Park Ave. and ivereide Dr.
859-054-2 150 feet south along Riverside Dr. fret Nerrinac Ane. in Edgewater, 500 feet north of Oceant Ave., 132 feet west of the west edge of Ritverside Dr.
6559-3- 100 feet west along New Hamsehire Ave. fret Riverside Dr. in Edgewater, 15 feet north of the morth edge of Hew Hapshire Ave.
$59-054-4 230 feet west clong Hotel Ave. fret Riverside Dr. in Edgewater, 66 feet north of Hotelt Ane.., 55 fast southwest of the southwest comoer of ower's garage.
64




TABit 1. -Continued
Well Ho. -Location
859-054-5 260 feet vest aloha Lamunt Ave. frm Riverside Dr. in gdgewatar, 300 feet north of
Lament Ave., 2 feet north of the north edge of a simming pool.
559-054-6 0.25 mile west along; Park Ave. from V. S. Hey. 1 In Edgewater, wall at northwest
corner of intersection of owner's sidewalk and Park Ave.
859-054-7 0.28 mile west along Park Ave. from UI. S. Hwy. 1 in' Edgewater, 110 feet west of
Florida St Coast R.g. 60 feet earth of Park Ave.
859-054-a 0.55 mile west along Park Ave. iron U. S. Hey. 1 in Edgewater, 20 feet north of
Park Ave., and I5 feat southwest from a tin shed.
859-054-9 0.32 mile west along Park Ave. iron T1. S. B"y. I in' Edgewater, 0.18 ails south
along Railroad St. from Park Ave.,* 60 feet west of Railroad St., 2 feet north of
owner's garage.
659-055-1 1.39 miles west along Park Awe, from U. S. Hwy. I In' Edgewater, 25 feet north of the
tester line of Park Ave. 25 feet east oi the extension of a shell road south of
Park Ave.
859-055-2 1.39 miles west along Park Ave. from U. 5. HWy. 1 to Edgewatar, 125 feet south of
center line of Park Awe., 25 fat east of a shell road.
059-055-3 1.43 miles west along Park Ave. from U. S. Hey. 1 in Edgewater, 25 feet north of the
center line of Park Ave., 200 feet west of a shell toad.
859-055-4 1.39 miles west along Park Ave. from 0. 5. Sey. 1 in Edgewater, approximately 175
feet north of the center line of Packt Ave., 25 feet east of the eacension of a
shell road.
859-056-1 1.56 milas south along Mission Rd. from State Hey. 40, in New Smyrnas Beach, 450
feet north of Mission Rd., in a citrus grove.
859-056-2 2.09 miles south along Mission Rd. from State Bey. 40, in New Smyrna Beach, 320
feet east of Mission Rd. In the northeast corner of a citrus grove.
859-057-1 1.05 mites sooth along Olesco Rd. from its intersection with State Hey. 40, vest of
Haw Smyrna Beach, 0.21 mile east along a shell road iron Oleoco Rd., 175 feet north
of the shell road.
859-037-2 1.05 miles south along Clenco Rd. from its intersection with State Hey. 40 west of
Hew Smyrna Beach, 0.16 mile east along a shell road from Geane Rd., 170 feet north
of the shell road.
859-057-3 1.05 miles south along Cleem Rd. iron its Intersection with State Hey. 40 west of Hem Smyrna, Beach, 0.16 mile east along a shall road iron Cleoto Rd.,* 200 feat south
sf the shell road.
859-057-4 1.05 miles south along Glance Rd. from its Intersection with State Hey. 40 west of SNem Smyrna Beach, 0.23 mile mast along a shell road iron Gleoco Rd.,* 200 feat east
of the end of the shell road.
859-057-5 1.05 silos south along Glenco Rd. from its intersection with State Hwy. 40 west of Hew Smyrna Beach, 0.23 mile east along a shell road iron Clesco Rd.,* 225 feet northeast
of the end of the shell road.
839-057-6 1.05 miles south along Gienco Rd. from its intersection with Slate HwY. 40 west of Hew Smyrna Beach, 0.20 mile east along a shell road from Clsoto Rd., 200 feet south
of the shell road.
859-057-7 1.05 miles south along dlents Rd. icon its intersection with State Hey. 40 west of Ne Smyrna Beach, 0.23 mile east along a shell road from Glenes Rd.,* 175 feat southeast of the end of shell road.
859-057-8 1.05 miles sooth along Clenco, Rd. f rum Its intersection with State Hey- 40 west of Hew Smyrna Beach, 0.23 mile east along a shell road from Clenen Rd., 300 feet south
of the end of the shell road.
859-117-1 2.95 miles north-along U. S. Hwy. 17 from Orange City center, 200 feet east of U. S.
Hey. 17, in the rear room of a restaurant.
859-117-2 2.95 miles north along U. S. Hwy. 17 from Orange City center, 0.57 mile southeast along a single-lane concrete road, well is in the north end of club house.
65




TAML l.-Continuced
Watt Ne.location
859-117-3 2.95 miles north along U. S. Bwy. 17 f roe Orange City center, 0.52 mile southeast
along singl-lan concrete read, well is in vest end of pmephoes n south side of
road.
859-L20-l 0.57 mile west along New York Ave. iron the A.C.L. i.E. at Deland station, 0.89 mile
south iron New York Ave. along a secondary road, 0.31 mile vest along a driveway fron
secondary road, 80 feet south of driveway.
859-120-2 0.57 mile west along New York Ave. iron the A.C.L. E.g. at Deland station, 0.97 mile
south along a secondary road from New York Ave..* 0.81 mile southeast along a shell
road iron the secondary road, 0.08 smlle vest along a driveway, 80 feet north of the
driveway.
859-120-3 0.57 mile vest along Now York Ave. icon Deland Lii. station, 0.97 nile south along a
secondary road iron New York Ave., 0.81 mile southeast along a shell road iron the
secondary road, 0.06 mile vest along a driveway, 60 feet north of the driveway.
859-120-4 0.57 mile vest along New York Ave. iron Deland LiR. station, 0.97 nile sooth along a
secondary road iron New York Ave., 0.64 mile southeast alng a shell road iron the
secondary road, 0.19 mile east along a driveway, 40 feet sooth of the driveway.
859-120-5 0.57 mile west along New York Ave. iron Deland E.g. station, 0.97 nile south along
a secondary road iron New York Ave., 0.49 nile southeast along a shell road iron
the secondary road, 0.16 mile east along a driveway, 6 ieet south of driveway,
859-120-6 0.57 nile vest along New York Ave. front Deland E.g. station, 0.97 nile south along
a secondary road iron New York Ave.,* 0.49 nile southeast along a shell road iron the
secondary read, 0.20 mile east along a driveway, 20 feet south of driveway.
859-120-7 0.57 mile vest along New York Ave. iron Deland E.g. station, 0.97 nile south along
a secondary road iron New York Ave..* 0.62 nile southeast along a shell road iron
the secondary road, 0.16 nile east along a driveway, 220 feet north of the driveway.
859-L20-8 0.57 mile vest along New York Ave. iron Deland i.E. station, 0.97 nile south along
a secondary road iron New York Ave. 0.531 nile southeast along a shell road iron the secondary road, 0.21 nile east along a driveway, 30 feet east of house at cod
of driveway.
39-120- 0.57 mile vest along New York Ave. iron Deland E.g. station, 0.97 nile south along
a secodary road iron New York Ave.,* 0.31 mile southeast along a shell road iron
the secondary read, 0.21 nile east along a driveway, 510 feet south of end of driveway.
859-120-10 0.57 mile west along New York Ave. iron Deland i.E. station, 0.97 nile south along a
secondary read iron New York Ave..* 0.86 nile southeast along a shell road iron the
secondary road, 40 feet west of shell moad.
859-120-11 0.7 mile vest along New York Ave. iron Deland R.R. station, 0.97 nile south along
a secondary read iron New York Ave., 0.86 nile southeast along a shell road iron the
secondary road, 300 feet east of the shell road.
859-120-L2 0.57 nile vest along Rev York Ave. iron Deland E.g. station, 0.97 nile south along a
secondary road iron New York Ave., 0.76 nile southeast along a shell road iron the
secondary road, 160 feet east of the shell road.
859-120-13 0.57' mile vest along New York Ave. iron Deland g.R. station, 0.97 nile south along a
secondary road iron New York Ave. 0.88 nile southeast along a-shell road iron the
secondary road, 4 feet west of owner's house.
859-L20-14 0.57 mile vest Along New York Ave. iron Deland i.E. station, 0.97 mile south along a
secondary road irom New York Ave.,* 0.81 mile southeast along a shell road iron the
sendary road, 0.07 mile west along a driveway, 100 feet south of driveway.
859-LZG-15 0.57 mile west along New York Ave. iron Deland N.E. station, 0.97 mile south along
a secondary road iron New York Ave., 0.81 mile southeast along a shell road iron
the secondary road, 0.14 mile wear along a driveway, 70 feet vest of driveway.
859-120-16 0.57 mile west along New York Ave. iron Deland E.g. station, 0.97 mile south alng A secondary road iron New York Ave ., 0.81 nile southeast along a shell read iron
the secondary road, 0.16 smile west along a driveway, 80 feet veol of driveway.
859-120-li 0.57 mile west along New York Ave. iron Deland E.g. station, 0.97 mile south along a secondary road, iron New York Ave.,* 0.73 nile southeast along a shell road from the secondary road, 0.13 mile east along a driveway, 80 feet east of driveway en4.
66




TABLE 1. --Continued
well No. Location
859-120-18 2.48 miles south along U7. S. Huy. 17 from its intersection with State Hwy. 44 in
Deland, 2.43 miles west along a sand road from U. S. Nwy. 17, between owner's house
and garage at cod of the sand road.
859-121-1 0.57 mile west along New York Ave. from Dceland R.R. station, 0.51 nile south along
a secondary road from New York Ave.,* 0.82 mile southwest along a sand road from the
secondary road, 12 feet west of the sand road.
859-121-2 0.57 mile vest along New York Ave. fena Deland g R. station, 0.51 nile south along
a secondary road iron New York Ave., 0.82 mile southeast along a send road from the
secondary road, 30 feet east of sand road.
859-121-3 0.57 cils vest alsng Now York Ave. f rom Deland R-g. static, 0.51 mile smith along
a oecondary road from Nesw York Ave.,* 0.82 mile southeast along a send road from the
secondary road, 80 feet northwest of a curve in the sand road.
859-121-4 0.57 nile west along Now York Ave. from Doland E.g. station, 0.51 mile south along
a secondary road from New York Ave., 0.68 mile south along a send road fron the secondary road, 0.21 nile vet along a driveway, 200 feet northwest of driveway.
859-121-5 0.57 mile west along New York Ave. from Dceland g.R. station, 0.11 nile south along
a secondary road from New York Ave., 0.49 mile southwest along a sand road from the
secondary road, 0.11 nile wet along a driveway from the sand rosd, 200 feet west
of end of driveway.
859-121-6 0.57 mile vest along New York Ave. from Dceland g.E. station, 0.72 nmise south along
a secondary road, 10 fset east of east edge of secondary road in a drainage ditch.
859-121-7 0.57 mile west along New York Ave. from Dceland E.g. station, 0.78 mile esoth along
a secondary road from New York Ave., 10 feet east of the cost edge of the secondary
road.
859-121-8 0.57 mile west along New York Ave. from Deland E.g. station, 0.83 mile south along
a secondary road from New York Ave., 10 feet east of the east edge of the secondary
road.
854-121-9 0.57 nile vet along New York Ave. from Dceland E.g. station, 0.88 mile south along
a secondary road from New York Ave., 10 fset mast of the cast edgo of the secondary
road.
859-121-10 0.57 mile vet along New York Ave. from Dceland E.g. station, 0.53 nile south along
a secondary road from New York Ave.,* 0.29 ntise southeast along a shell road, 25
feet vest of rear of owner's house.
859-121-11 0.57 mile west along New York Ave. from Dceland R.g. oration, 0.53 nile south along
a secondary road from Nisw York Ave., 0.32 nile southeast slong a shell road, 4 feat
vest of rear of owner's house.
859-121-12 0.57 nile vest along New York Ave. from Dceland g.R. station, 0.53 nile south along
a secondary road from Now York Ave. 0.38 mile southeast along a shell road, 10
feet vest of roar of owe' hose.
859-121-13 0.57 mile vest along New York Ave. from Dceland E.g. station, 0.53 nile south along
a secondary road from New York Ave., 0.39 nile southeast along a shell road from
the secondary road, 5 feet vest of a house.
859-121-14 0.57 nile vent along New Ysrk Ave. from Dceland ER. station, 0.53 nile south along
a secondary road from New York Ave., 0.40 mile southeast along a shell road from
the secondary road, at northwest corner of owner's bouse.
859-121-15 0.57 mile wost along New York Ave. from Deland R.E. station, 0.53 mile south along
a secodary road from New York Ave., 0.41 mile southeast along a shell road from
the secondary road, at north sad of rear of a houes.
900-054-1 Non Smyrna Beach, ar 1620 Soth Riverside Dr., 10 feet north of the northwest corner of owner's house.
900-054-2 Edgewater, 0.17 nile south along Riverside Dr. from a bridge across a drainage casal which is the boundary between Edgewater and New Smyrna Beach, 250 feet west of Biverside Dr. and 4 foot vest of a garage.
900-055-1 1.23 miles south along Myrtle St. from its intersection with State Nwy. 40 in New Sayrna Beach, 600 feet vest along a sand oad from Nyrtle St., 500 feet north sf the
sand road in a clump of palniettos.
67




TABLE I. -Continued
welt B. Location
900-055-2 1.30 miles south along Myrtle St. from its intersection with Canal St. in Hew Smyrna
Beach, 250 feet east of Myrtle St. along a sand road, 2 feet north of the edge of the
sand road.
900-055-3 1.15 miles south along Myrtle St. froe its intersection with Canal St. in New Smyrna
Beach, 3 feat west of the west edge of Myrtle St.
900-055--4 03.85 mile south aloog Myrtle St. free its intersection with Canal St. in Hew Smyrna
Beach, 0-35 mile west along Cavedo St. ftee Myrtle St., 250 feet west of Cavodo St.
900-055-5 0.43 mile sooth along Myrtle St. from its intersection with Canal ft. in Hew Smyrna
Beach, 300 feet west along Field St. free Myrtle St..* 250 feet south of Field St.
900-056-i 0.84 mile south along Mission Rd. from its intersection with State Hwy. 40 in Hew
Smyrma Beach, 850 fast west of Mission Rd. and 350 feet weat of owner's garage.
900-056-2 0.73 mile west along State Hwy. 40 free its intersection with State Soy. 40-A in
New Smyrna Beach, 5 feet aouth of owner's house on south side of State Hwvy. 40.
900-056-3 1.40 miles south along Mission Rd. free ita intersection with State levy. 40 in Hew
Smyrna Beach. 0.09 mile west of Mission Rd. in a citrus grove.
900-056-4 0.98 mile south along Mission Rd. free its intersection with State Hwy. 40 in New
Smyrna Beach, 300 feet east of Mission Rd. and 300 feet north of a house.
9010-06-5 0,30 mile west along State Hwy- 40 free its intersection with State THwy. 40-A in
New Smyrna Beach. 212 feet south of State Hwy. 40.
900--056-6 0.68 mile south along Ingham Rd. free Canal St. in Hew Smyrna Beach, 300 feet
west of foghes Rd. and 20 feet north of a ham.
900-057-1 1.76 piles west along State Hwy. 40 from its intersection with State Hwy. 40-A in
New Smyrna Beach, 40 feet north of State Hwy. 40 in a ditch.
900-057-2 1.18 miles west along State Hwy. 40 free its intersection with State Soy. 40-A in
New Smyrna Beach, 0.13 mile north along a sand road, 6 fast east of the sand road.
900-057-3 1.76 miles west along State Hwy. 40 free Mission Rd. in Hew Smyrna Beach, 0.31
mile east of Glenco Rd., 130 feet south of State Mwy. 40.
900-057-4 1.17 miles west along State Hwy. 40 free Mission Rd. in Hew Smyrna Beach, 0.59
mile south along Corhin Rd. free State Hwy. 40, 10 feet southeast of Corbin Rd.
900-057-5 1.06 miles west along State Hwy. 40 free Mission Rd. in New Smyrna Beach, 110 feet
south of the south edge of State Hwy. 40 in the rear of owner's garage.
900-057-6 1.15 miles west along State HR". 40 from Mission Rd. in Hew Smyrna Beach, 0.04 nile north along Linda Rd. free State Hwy. 40, 30 feet southeast of the southeast corner
of owner's carport.
900-102-1 0.13 mile east along State Hwy. 40 free Slate Hwy. 415 in Samoula, 225 feet south of State Hwy, 40 and 15 feet south of owner's house.
900G-103-1 0. 50 mile west along State Hwy. 40 free State Hwy. 415 in Saeoula, 0. 11 mile north along a sand road fom State Hwy. 40, 275 feet west of the sand road.
900-10-2 0.29 mile west along State Hwy. 40 free State Hwy. 415 in Sansula, 300 foot south of State Stay. 40 and 210 feet south of a hernd grill.
900-t13-3 250 feet northwest of the northwest corner of the intersection of Stale Hwy.. 40 and 415 in Sansula, inside of owner's hero.
900-113-1 0.89 mile east along State Hay. 40 from its intersection with State Hwy. 430 at Lake Selon. 175 feet south of State Hwy. 40, at northeast corner of owner's Borage.
900-1,20-1 0.16 mile west along Now York Ave. from the Denland RR. station, 0.54 mile south along Lake View Dr. free Hew York Ave.,* 0.06 mile west along a driveway free Lake
View Dr..* 2 feet north of a pump shed.
900-120-2 0.18 mile west along N5ew York Ave. from the Deland R.R. Station, 0.69 mile sooth along Lake View Or. free Hew York Ave., between owner's house and swimmoing pool.
900-120-3 0.16 mile vest along Now York Ave. free the Delaod R.R. statics, 0.70 mile south along Lake View Dr. from Hew York Ave., 25 feet east of Lake View Or.
68




TABLE 1. -Contined
Well No. Location
9D0-120-4 0.16 mile west along New York Ave. from Deland E.g. station, 0.70 mile south along
Lake View Dr. from Now York Ave., 40 feet vet of Lake View Dr., 4 feet east of a
fish tank.
900-12D-5 0.16 mile vest alung eu York Ave. freem Deland I.E. station, 0.74 mile smith along
Lake View Dr. from Niew York Ave., on the vest side of Lake View Dr. between owner's
house and fish pool.
900-120-6 0.16 mile vest along lieu York Ave. frun Deland R.1. station, 0.79 mile south along
Lake View Dr. from New York Ave-,* 80 feet southwest of Lake View Dr.
9DO-120-7 0. 16 mile vest along New York Ave. frun Deland E.g. station, 0.82 mile south along
Lake View Dr. f run New York Ave., 50 feet northeast of Lake View Dr.
900-120-8 0.16 edit west along New York Ave. f run Deland i.E. static, 0.82 mile smith along
fake view Dr. from New York Ave., 30 feet northeast of Lake View Dr.
900-120-9 2.72 miles west: along Vest Beresford Dr. from U. S. Hwy. 17 in Doland, 120 foot northvest of buildings at the end of West Norenford Dr.
900-120-10 0.53 mile vest along New York Ave. f run Doland R.R. static, 0.35 mile south along a
secondary road from New York Ave., 0.47 mile southeast along a shell road from the
secondary road, 6 feat east of owner's house.
9D0-120-11 0.53.mile vest along Nov York Ave. f run Deland E.g. station, 0.35 mile south along
a secondary road from New York Ave., 0.43 mile southeast along a shell road iron
the secondary road, 2 feet east of owner's house.
900-120-12 0.53 mile west along Hew York Ave. from Deland E.g. station, 0.35 nile south aloog
a secondary road from Hew York Ave.,* 0.41 mile southeast along a shell road from the
secondary road, 3 feet northwest of owner's house.
900-120-14 0.53 mile vest along Nieu York Ave. from Deland E.g. station, 0.35 mile south along a
secondary road from New York Ave., 0.38 nile southeast along a shell road from the
secondary road, 2 feet southeast of owner's house.
900-120-15 0.53 mile vest along New York Ave. from Deland E.g. station, 0.35 mile south along
a secondary road from New York Ave., 0.32 mile southeast along a shell rood iron
the secondary road, at northeast coreer of owner's house.
90D-120-16 0.53 mile west along Now Yor k Ave. from Deland E.g. station, 0.35 mile south along a
secondary road from New York Ave.,* 0.31 nile southeast slung a shell road from the
secondary road, 45 feet east of owner's house.
900-120-17 0.53 mile vest along New York Avg. from Deland I.E. station, 0.35 nile south along
a secondary roadifro New York Ave., 0.28 mile southeast along a shell rood from
the secondary road, 103 feet east of the shell road.
900-120-18 0.16 mile west along New York Ave. from Deland E.g. station, 0.51 nile south along Lake View Dr. from Now York Ave., 12 feet wet of the west edge of Lake View Dr.
900-120-19 0.16 mile west along New York Ave. from Doland i.E. station, 0.51 mile south along Lake View Dr- from New York Ave., 12 feet vet of the wet edge of Lake View Dr.,
5 feet south of well 900-120-18.
900-120-20 0.16 mile west along New York Ave. from Doland I.E. station, 0.51 mile sooth along Lake View Dr. from Hew York Ave., 12 feet wet of the west edge of Lake View Dr.,
10 feet south of well 900-120-18.
-900-121-L 0.67 mile east along State Hwy. 44 from the east end of a bridge across the St.
- John's giver, 140 feet north of State Hwy. 44, 30 feet north of owner's house.
900-121-2 0.53 mile west along New York Ave. from Deland Edt. station, 0.41 nile south along a secondary road from Nlew York Ave.,* 3 foot north of owner's homse on eat side of
the secondary road.
900-121-3 0.53 mile west along New York Ave. from Deland E.g. station, 0.46 mile south along a secondary road from Now York Ave.,* 5 feet southeast of onser's house on east side
of road.
900-121-4 0.33 nile west along Slew York Ave. from Deland E.g. station, 0.35 mile south along a secondary road from New York Ave., 100 feet east along a shell road from the
secondary road, northeast of owner's houseo.
69




TABLE 1.-continued
well so. Location
900-121-5 0.53 mile west along New York Ave. from Deland B.S. station, 0.35 nile eouth along a
secondary road from New York Ave ., 75 feet eant along a shell road from the oecondary
road, northwes t of owner's house
90-121-A 0.53 mile west along New York Ave. from Deland R.R, station, 0.35 mile south along a
secondary muad from New York Ave.,* 0.27 mile southeast along o shell rood, 70 feet
went of the shell road.
900-ltI-7 0-53 mile west along New York Ave. from Deland R.g. station, 0.35 mile south along a
secondary road from New York Ave., 0.25 mile southeast along a shell rood from rho
secondary road, 60 feet wnt of the hell road.
900-121-B 0.33 mile wst along New York Ave. from Deland E.g. oration, 0.35 nile south along
a secondary road from How York Ave., 0.31 mile south along a shell road the secondary
road, On west side of omner'n house.
900-122-1 0.11 mile south aleeg New York Ave. from its intersection with State Hwy. 44 at a
bridge across the St. John's River, 16 feet west of the east hank of the St. John's
River.
9001-122-2 0-&2 mile east along State Boy. 44 from a bridge across the St. John's River, 200
feet south of State Hwy. 44 and 50 feet sooth of owner's eafe.
900-122-3 0.39 mile nor th along the east bank of the St. John's giver from a bridge on Store
Boy. 44 arusthe St. Joh.'s Rivsr. at the northwest corner of a deserted bridgetender's house.
901-053-i 0.32 mile east along 3d Ave. from its intersection with 3d Ave. aod Peninsula Dr.
in New Smyrna Beach, 350 feet south along a sand road from 3d Awe ., 40 feet west of
the sad road.
901-054-1 0.12 nile east along 3d Ase. from ire intersection with 3d Ave. and Peninnula Dr.
in New Snyrna Beach. 2.5 feet northeast of the east comenr of a shed sooth of
owner's shop.
901-05k-i 0-12 mile coot along 3d Ave. from its intersection with 3d Ave. and Peninsula Dr.
In New fmyrna teach, 10 feet northwest of the south corner of a shed sooth ofowner's shap.
901-055-1 60 feet northeast of the intersection of UI. S. Hwy. 1 and Lytle St. in How Smyrna
beach, in the edge of a concrete pool.
9021-055--2 500 feet south along UT. S. Hwy. 1 from Wayne Ave. In New Smyrna Beach, 36 feet west of u-nc'. fouit shop on west side of U. S. Hwy. 1.
901-a5s-3 70 feet northwest of the istersection of Riverside Dr. and Canal St., in Hew Smyrna Beach. in a park east of the Chamber of Commoerce Bldg.
901-055-A 325 feet east of the intersection of Riverside Dr. and Dawning St. is New Syrna Beanh, between the war Monumoent and the caretaker's bldg. in the Rivereide park.
901-055-5 10 feet east of the intersection- of giverside Dr. aod Downing St. in Hew Smyrna teach, along the extension of the South edge of Downing St.
901-055-6 275 fact east of Riverside Dr. and 360 feet north of Lytle St. in Now Smyrna Beach, os the west edge of an Ornamental pool.
901-055--7 340 fear cast along Lyric St. from Ics intersection with Riverside Dr. in Now Smyrna teach, 10 feet north of the northwest corner of a bridge toil station.
901-055-B 150 feet east along Lyrle St. from its intersection with Rivernide Dr. in New Smyrna Beach, 25 feet north of the north edge of Lyrle Sr.
901-055-9 300 feet north along Faulkner St. from its intersection With Ronooc St. in Hew Smyrna Bhk 20 feet southeast of owner's garage,
90L-055-10 350 feet south along Pock Blvd. from Canal Sr. in New Soyrna Beach, 20 feet east of park Blvd.
901-055-11 100 feet west along Canal St. from Doss St. in New Smyrna Beaoh, 175 feet north of the north edgo of Canal St., 5 feet went of a small nhed.
901-055-12 310 feet southeast of the intersection of Orangn Ave. and Smith St. in New Smyrno Beach, in the southwest corner of a building Owned by New Smyrna Beach City Wfater
Department.
70




TA=Z 1.-Continued
well No. location
901-055-13 200 feet vest along Smith St. from S. Orange Ave. In New Smyroa Sooth, 50 feet north
of the north edge of Smith St.,* 5 feet west of a drainage canal.
M0-055-14 0.44 mile south along Riverside Dr. from Canal St. In Nesw Smyrna koach. 1.5 feet west
of the northwest corner of owner's garage at 1010 s. Riverside Dr.
901-055-15 110 feet sooth along Riverside Dr. iron Ronooc St. in Niev S-yrno Sooth, 125 feet vest
of Riverside Dr. at northwest corner of owner's garage.
901-06-1 800 foot vest along Wayne Ave. iron the Florida Est Coast R.1. In Hew Soyrna Beach,
125 feet north of Wayne Ave.
901-056-2 750 feet vest along Ronnoc St. iron Florida gat Coast R.1k. in Nov Snyrna Sooth,
340 fast north of Ronnoc St.
901-056-3 0.39 mile neat along State HEy. 40-A iron its intersection with State Hwy. 40 in New
Smyrna Sooth, 250 feat sooth of State Hwy. 40-A and 125 feet north of on abandoned
railroad.
901-056-4 0.29 Sice east along Rnterprise Ave. from its intersection with State Hey. 40-A in
N5ew Smyrna Soach, 0.15 nile southeast along a sand rood from Enterprise Ave., 50
feat north of the sand road.
901-056-5 0.06-mile vest along State Hwy. 40-A iron its intersection vith Enterprise Ave. at
Nies Smyrna Beoch, 100 feet north of State Hwy. 40-A in a pasture.
901-056-6 0.27 miae neat along Wayne Ave. from the Florida East Coast R.R. in New Smyrna
koach, 180 feet north of Wayne Ave. 3 foot sooth of the southeast corner of a bars.
901-056-7 450 feet sooth along Logham Rd. from Canal St. in New Smyrna Seoch, 20 feet east of
loghas Rd. along the extenion of the north edge of Wirkersham Rd.
901-056-B 350 feet sooth along Mission Rd. iron Canal St. in Hew SmyrnaeBeoch, 125 feet cat
of Mission Rd. and 12 feat southwest of owner's garage.
901-056-9 0.12 mile vest along State Hwy. 40-A from its intersection with State Hwy. 40 in
Nev Smyrna Sooth, 69 feet south of State Hwy. 40-A.
901-056-10 175 feet north along SInk St. from Enterprise Ave. in Niew Smyrna Sooth, 6 feet
coat of the southeast corner of house number 509 Sinoba St.
901-057-1 1.81 miles vest along State Hamy. 40 from State Hwy. 40-A in Nov Smyrna Rech, 0.54
mile northwest along a sand road from State Hwy. 40, in the edge of a ditch along
the coat side of the sand road.
901-057-2 1.81 miles vest along State Hwy. 40 from Store Hwy. 40-A in New Smyrna Beoch, 0.55
mile northwest along a sand road from State Hwy. 40, 50 feet northwest of the sand
road.
901-057-3 0.51 mile cost along State Hwy 40-A from its intersection with Glanco Rd. west of
em Smyrna koach, 110 feet sooth of State Hey. 40-A.
901-057-4 0.48 mile vest along State Hwy. 40-A from its intersection with Enterprise Ave. in flew Smyrna Reach, 575 feet north along a driveway from Store Hwy. 40-A, 20 feat nest
of rho driveway.
901-057-5 0.48 mile vest along State Hwy. 40-A from its intersection with Enterprise Ave. in Nev Smyrna Beoch, 80 feet north of State Hey. 40-A.
901-058-i 0.27 mile north along Glenco Rd. from State Hey. 40 nest of New Smyrna Bach, 0.20 mile cost along Selleck Rd. fro Olenco Rd.,* 500 feet north of Selleck Rd.
901-058-2 0.27 mile north along Clanico Rd. from State Hwy. 40 vest of New Smyrna Beach, 220 feat vest along Solleok Rd. from Olenco Rd., 105 feet south of Hollstc Rd.
901-058-3 0.64 mile north along Clencto Rd. from state Hwy. 40 vest of New Smyrna koach, 225 feet vest of 01mmc Rd. between owner's boune and garage.
901-058-4 0.59 ilet north along Glenco Rd. from State Hwy. 40 vest of Hew Snyrna Beoch, 80 feet vest of Gloomo Rd. in owner's garage.
901-058-5 0.19 mile west along State Hwy. 40-A from Glenco Rd. west of Nov Sayrna Sooth, 0.17 mile north along a saned road from State Swy. 40-A, 100 feet east of the sand road.
A 71




T6kB 1. -Continued
Wellat. Location
901-059-1. 0.90 wile wist along Stats Hwy. 40-A from Glenci Rd. unit of Nien Smyrna Beach, 200
feet north along a driveway7 iron State Hay. 40-A, under pumphouse floor.
901-101-I t.74 miles east along Stats Hwy. 40 irom its intersection with State Rwy. 415 in
Samnasula 0.51 mile north along a sand road iron State Hwy. 40, 25 feet west of a
concrete cattle trough.
901-102-1 0.50 silo north along State Hey. 415 iron its intersection with State Bey. 40, 0.41
oils east along a shell road from State Hwy. 415 200 feat south of the shill road.
901-102-2 0.50 mile north along State Hay. 415 iron its intersection with State Hey. 40, 0.18
mile east along a ehell rsad iron State Hwy. 415, 42 feet north of a house, in the
tlour of a ponybouse.
90L-102-3 1.55 miles north along State Buy. 415 irom its intersection with State Hwy. 40 in
Samula, 40 feet southeast of Owner's garage On the east side of State Hwy. 415.
901-102-4 1-Ot, miles north sim&g State Hwy. 415 iron its intersection with State Hwy. 40 in
Sassula, 0.29 nile east alsng a shell road iron State Hwy. 415. 500 feet south
along a driveway and 33 feet east of driveway.
901-102-5 1.04 miles north along State Hwy. 415 iron ies intersection with State Hwy, 40 in
Sansula. 0.41 mile east along a shell road fins State Hwy. 415, inside owner's hers.
91-10i-1 1.55 miles east along State Hwy. 40 iron its intersection with State Hwy. 60-A west
of Samula, 170 feet north of State Hwy. 40, at the northeast corner of a punphonoc.
901-109-1 6.10 miles wont along State Hwy. 40 Iron its intersection with State Hlwy. 430 east
of Lake Helen. 100 feet north of owner's house on the north side of State Hwy. 40.
901-114-1 0.79 wile north along a road on the east shore of Lake Winneiscett iron State Hwy.
40, In a tin shed at the north end of owner's garage.
901-117-1 800 feet west of U. S. Hwy. 17 and 180 feet south Of State Hwy. 44 in Deland. 95
feet southwest of the Chahber of Cosnerce Bldg.
901-117-2 400 feet north of the Deland Post office in a city park, at the intersection of
Florida Ave. and gich A-e.
901-118-I 0.39 mile west along Michigan Awn. Iron U. S. Hwy. 17 In Deland, in the north end
of the ponphouse at the city waler plant.
9U1-118-2 0.39 wile nest along Michigan Ave- iron Uy. S. Hlwy. 17 In Deland, in the south end
si the pwsphoune at the city water plant.
901-119-1 6o gent southwest of office of Parrish ruic Co. at 407 H. Spring Garden St. in Deland, In the floor of the pumphoune.
90-In2-I 0.69 nile east along State Hwy. 44 iron a bridge across the St, John's giver, 0.48 mile northwest along a trail iron State Hwy. 44, 40 feet north of a house.
90-tn2-i 1.17 miles east along State Hwy. 44 icon a hbridge across the St. John's giver. 1.07 mlie. northwest along a shall owad frsm State Hwy. 44, 40 feet from the St. Jche's
Rive bank.
902-054-1 0.-1 mile mth along H. Peninsula Awn. Iron Hillshoro Ave. in New Snyrna Beach. In ths suner's garage at 1316 N. Peninsula Dr.
9O1-054-2 0.1 mile east along Flagler Ave. iron Peninsula Ave. in Hew Snyrna Beach, 175 feet north of swner's garage at 214 flagler Ave.
902-054-5 0.05 mile north along Peninsula Ave. frcon Ocean Awn, in New Snyrna Beach. 0.09 oln west of Peninsula Awn, in the center of owner'5 circular driveway.
902-05-1 200 feet sooth along U. S. Hwy. 1 icon Wayne Ave. in Hew Smyrna Bench, 50 feet east of U- S. Swy. 1 in a lily pond.
902-056-1 0.14 mile west along Wasyne Awn. Iron the Florida feat Coast R.I, in How Snyrna Beach, 320 feet north of Wayne Ave. in an orange grows.
9412-056-2 0.66 mile sooth along 0. S. Hwy. 1 iron the entrance of the Hew Smyrna Beach Airport, 480 feet west of U. S. HWy. 1 at the west end of a trailer court.
72




TABL 1.-Continued
Well ND- Location902-056-3 0.76 mile vest along Wayne Ave. from U. S. Hwy. 1 In New Smyrna Beech, 1700 feet north
across a golf course from Wayne Ave.,* at the south end of a pond.
902-056-4 0.15 mile west along Hlandley Dr. from U. S. Hwy. I In New Smyrna Beach, at the southeast veoer of the intersection of Handley or. and Turnbuell St.
902-056-5 0.40 mile vest along Wayne Ave. from U. S. Hey. 1 in New Smyrna Beach, 950 feet north
along so electric power line from Wayne Ave. on east side of poser line clearing.
902-057-1 1.41 miles west along Sheldon Ave. from U. S. Hwy. 1 in New Smyrna Beach, 0.12 mile
wst along a driveway from Sheldon Ave., 15 feet north of owner's house in a pond.
902-057-2 0.59 mile east along State Hay. 40-A from Glance Rd. wst of Nlee Smyrna Beach, 1.33
miles north along a shell road from State Hwy. 40-A, 50 feet east of owner's house.
902-057-3 2.17 miles seat along Sheldon Ave. from 0. S. EWy. 1 in New Smyrna Beach, 0.36 mile
southwest along a shell road from Sheldon Ave., 0.24 mile east along a driveway from
the shell road, 540 feet sooth of the driveway.
902-059-1 1.62 miles west along State Hwy. 40-A from Gleaco Rd. west of New Seyrna Beach, 15
fast east of sweet's house on the north side of State Hwy. 40-A.
902-059-2 1.73 miles west along State Hey. 40-A from Glance Rd. seat of New Smyrna Beach, 18 feet .eorthwsst of owner's house on the north side of State Hwy. 40-A.
902-059-3 1.04 miles west along State Hwy. 40-A from Glen=e Rd. west of New Snyrna Beach, 4 feet vest of owner's garage on the north aide of state Hey. 40-A.
902-059-4 0.99 mile sest along State Hwy. 40-A from Glance Rd. vest of New Smyrna Beach, 150 feet north of State Hey. 40-A, 3 feer east of owner's garage.
902-101-1 1.04 mites east along State Huy. 40-A from a bridge across Spruce Creek, 0.69 mile south along a sand road from State hey. 40-A, 400 feet east of the driveway in a
stoek pen.
902-101-2 1.04 miles east along State Hwy. 40-A from a bridge across Spruce Creek, 200 feet south along a sand road from State Hey. 40-A, 50 feet seat of sand road In a piasphouso.
902;l0l-3 1.41 miles east along State H1y. 40-A from a bridge across Spruce Creek, 100 feet south of State HWY. 40-A, 3 feet southeast of a truck shed.
902-102-1 0.57 mile sooth along State Ity. 415 from its Intersection with State Hwy, 40-A in Samsula. 0.60 mile east along a shell road iron State Hwy. 415, 0.26 nile northeast
along a driveway from the shell road, under the north end of a house.
902-103-1 1.02 miles west along State Hwy. 40-A from its intersection with State R"y. 415 in Samaula, 92 feet north of State Hwy. 40-A and 15 feet wst of owner'a garage.
902-103-2 1.02 miles west along State Hwy. 40-A from its intersection with State Hwy. 413 in Samaula, 510 feet north of State Huy. 40-A, 305 feet cant of a sand road.
902-103-3 0.54 mile want along State Hwy. 40-A from its intersection with Slate Hlwy. 415 in Samaula. 0.17 nile sooth along a driveway from State Rwy. 40-A, 192 feet west of the
driveway.
902-103-4 76 feet southwest of the intersection of State Hwes 40-A and 415 in sanoula.
902-104-1 1.53 miles west along State mwy. 40-A from State Huy. 415 in Sanoola, 275 feet north of State Hwy. 40-A, 30 feet east of stack pan.
903-056-1 280 feet west of u. S. Rwy. 1, 170 feet southeast of the main hangar at the- New
Smyrna Beach Airport.
903-056-2 80 feet east of the intersection of U. S. -Hy. 1 and. Douglas St. in Hew Smyrna Beach
903-057-1 0.35 mile west along Douglas St. from U. S. Hwy. 1 In New Smyrna Beach, 115 feet
north of Douglas St., 70 feet east of Brookline Ave.
903-057-2 1.02 miles west along Douglas St. from U. S. HRy. 1 in Hew Smyrna Beach, 120 feet
vest of Sunset Dr. at the southeast corner of owner's house.
903-057-3 2.50 miles west along Sheldon Ave. from U. S. Sly. 1 In New Smyrna Beach, 0.38 mile
north along a trail from Sheldon Ave.,* 225 feet east of the trail and 175 feet set
of Spruce Creek.
73




TA 1.-CaUtioned
Bell No. Loccation
903-07-4 2-18 miles west along Sheldon Ave. free U. S. Hwy. 1 in Niew Smyroa Beach, 250 feet
northeast along a driveway frost Sheldon Ave., 10 feet north of the driveway.
903-057-5 1.50 mile. west along Sheldon Ave. from U. S. Hwy. 1 in Hew Smyrna Beach, 375 feet;
east along a driveway free Sheldon Ave.,* 50 feet north of ounr's house and 40 feet
east of garage.
903-05-6l 2-72 miles west along Sheldon Ave. free U- S. Hwy. 1 in Hew Somyrna Beach, 250 feet
east along a driveway free Sheldon Ave., 25 feet west of owner's house on north side
of driveway.
giM-058-I 2.63 miles west along Sheldon Ave. free U. S. Mwy. I in Hew Soyrna Beach, 32 feet
north of Sheldon Ave. in a clump of banana trees.
903-0O59-1 4.02 miles west along Sheldon Ave. free U. S. Huy. 1 in New Smyrna Beach, 110 feet
north of Sheldon Ave. and 5 feet north of owner's house.
903-102-1 0.66 mile east along State Hwy. 40-A free State thwy. 415, in Sansula, 160 feet north
of State Hoy. 40-A and 30 feet west of a garage.
903-102-2 0.52 mile east along State Hwy. 40-A free State Hwy. 415 in Samssola, 0.68 nile north
along a shell road free State Hwy. 40-A, 0.41 mile northwest along a driveway from
the shell road, 8 feet west of driveway.
903-102-3 0.32 mile east along State Hwy. 40-A front State Hwy. 415 in Samonle, 0.35 mile north
along a shell road free State Boy. 40-A, 300 feet east of the shell road in a baro.
903-10-4 0.52 mile east along State Hwy. 40-A from State Hwy. 415 in Saoula, 0.68 mile north
along a shell road free State Hwy. 40-A, 275 feet west of the shell road.
903-102-5 0.52 mile east along State Hwy. 40-A free State Hrwy. 415 in Soojoula, 0.22 mile north
along a shell road free State Hwy. 40-A, 500 feet east of the shell road In a horn.
905-102-6 0.74 mile east along State Hwy. 40-A free State Hwy. 415 in Sansula. 8 feet south of
State guy. 40-A at the east end of a pomp shed.
903-102-7 1.01 miles east along State HWy. 40-A free State Hwy. 415 in Sassula, 500 feet north
of State Hwy. 40-A In the south end of a building.
903-103-1 1.02 miles west along State Hwy. 40-A free State Hwy. 415 in Samoola, 0.75 nile north
along a shell road free State Hwy. 40-A, 800 feet east of the shell road.
905-103-2 1.02 miles west along State Hwy. 40-A free State Hwy. 415 in aS~uls, 0.79 mile north
along a shell road free State Hwy. 40-A, 450 feet east of the shell road.
903-103-3 0.52 mile east along State Buy. 40-A free State Hwy. 415 in Sansula, 0.58 mile north
along a shell road free State Hwy. 40-A, 0.57 stile west along a driveway free the
shell road, 400 feet north of and of driveway.
903-104-1 1.02 miles west aloog State Hwy. 40--A free State Hwty. 415 in Samaula, 0.62 mile north along a shell road free State Hwy. 40-A;' 500 feet east of the shell road.
903-104-2 1.02 miles west along State Bwy. 40-A free State Hwy. 415 in Samoola, 0.62 nile north
along a shell road free State Htwy. 40-A, 100 feet west of the shell road.
903-11-I 2.47 miles east along U. S. Hwy. 92 fro U. S. Hwy. 17 In Deland, 140 feet sooth of
0. S. Hwy. 92 and 200 feet east of the State Hwy. Camp road.
903-115-2 2.72 miles east along U. S. Hwy. 92 trot, U. S. Hwy. 17 In Deland, 175 feet south of
U. S. Hwy. 92, 50 feet north of owner's house.
903-116-1 1.05 miles east along U. S. Hwy. 92 free U. S. Hwy. 17 in Deland, 750 feet north of
V. S. Hwy. 92, in a pumiphouse at the airport purification station.
903-152-1 2.29 miles onrth along Grand Ave. Fre State Hwy. 44 west of Deland, 1.18 miles northwest along a sand road fro Grand Ave., 80H feet east of the St. John's giver.
903-121-2 2.29 miles north along Grand Ave. free State Hwy. 44 west of Deland, 1.22 miles northwest along a sand road For Grand Ave.,* 700 feet east of the sand road.
904-055-1 5.1 miles south along South Atlantic Ave. free the Port Orange Bridge, 0.50 mile vast
along a sanodary road fre the south end of South Atlantic Ave.,* 0.31 mile south along
a sand road free the secondary road, 100 feet southwest of owner's house.
74




TABL l.-Continued
wll NO. Location
904-055-2 5.1 wilcasout -along; South Altuatic Ave. fro the Part Orange Bridge.- 0.30 mile west
along secondary road from South Atlantic Ave.,* 0.52 mile South along a sand road from
the Secondary road, 400 feet north of the sad road.
904m057-1 O;72 mile South along U. B. MWy. 1 from Spruce Creek bridge, 160 feet north of U. S.
BuVy. 1.
904-057-2 -1.15 miles Sooth along U. B. Buy. 1 from Spruce Creak bridge, 400 feet west along a
driveway from. V. S. Bay. 1, at the north end of a wind break near the center of as
orange grove.
904-057-;3 1.38 miles South along Ui. S. Soy. 1 from Spruce Croak bridge, 0.81 nile west along a
- and road from U. S. Buy. 1. 370 feet southeast of the and of the Sand road, 2 font
from Spruce Creek.
904-057-4 1.62 ties Sooth along U. B- THey. I from Spruce Cekbridge, 0.08 nile west along a
sand road fromt 13. S. Buy. 1, in a banana grow.
904-057-5 1.25 miles South along U. S. Buy. 1 from Spruce Creak bridge, 200 foot west of U3. S.
any. 1 In an orange grove.
904-058-1 300 fat south along U- S. IBoy. 1 from Spruce Creek bridge, 325 fact went of 11. S.
- Buy. 1, 15 feet neat of usene's garage.
904-059-i 1400 feet soutat of the south end of the Florida Esot Coast 1.8. bridge across
Spruce Creak. 220 feet South of Spruce Crack and 180 feat west of caner's housa.
904-100-1 2.36 miles nor-tlet along a sand road from the Intersection of Enterprise Ave. and
state Buy. 40-K net of Neu Ssyrna Beach, 160 feet cast of the sand road and 30 feet
east of a house.
904-101-1 0.57 milo cast along a sand road from the east and of the east-west runway at Spruce
Creak Airport, 15 feet east of a house on the north side of the sand road..
904-101-2 0.64 mile east along a sand road from the east end of the east-nest runnsy at Spruce
- Creek Airport, 800 feet southeast along a driveway to houso at Tosuka Ranch, 20 feet
esat of the house.
904-103-1 1.02 miles neat long State Hwy. 40-A from Stats They. 415 in Inmsole, 2-62 miles
-- north along a sand road from State Buy. 40-A. 0.39 mile cast along a shell road from
the sand road, 40D feet South of the shell road.
9D4-104-1 1.02 miles weat along State Soy. 40-A from State Bujy. 415 in Samaula, 2-01 miles north along a: Sand road from State Bwy. 40-A, 12? feet cast of the send road and 35
feet east of a house.
904-104+-2 1.02 miles nest along State Buy. 40-A fromt State try. 415 in Samsula, 2.61 miles north along a sand road from State Soy. 40-A, 300 feet east of the sand road and 300
fat South of an east-es road.904-104-3 1.02 miles west smg State Hwy. 40-A from State Bey. 415 in Sanrola, 2.36 miles north along a sand road from Stare Hwy. 40-A, 0.23 mile west from the sand road and
120 feet north, In a pumphoose.
904-114-1 4.90 milesat along u. s. Soy. 92 fro U. S. Roy. 17 in Deland, 165 feet north of U. B. Mwy. 92 and 105 fort west of an equipment shed.
904-117-1 22.5 feet west of the Intersection of U. S. Buy. 17 and State Hey. 11, north of Deland904-118-1 0.76 mile northwest along U. S. Hwy. 17 from State try. 11 north of Deland, 500 feet northeast of U. S. Hwy. 17 and 3 feet northeast of owner's house.
904-118-2 0.92 mile north along U. S. Buys. 17 and 92 from State Buy. 11, In Deland,- 90 feet northeat of U. S. Buys. 17 and 92.
905-055-1 5.1 .iles south along Sooth Atlantic Ane. from the Port Orange Bridge, 0.31 mile net along a sad reed from -South Atlantic Ave., 0.05 mile north and 60 feet nest froms the
Sand road, 2 fort west of owe's puphouse.
905-056-1 4.7 miles south along South Atlantic Ave. from the Port Orange Bridge. 0.62 mile nest along a sand road from South Atlantic Awe.,* 3 feet South of house.
905-056-2 4.2 mles south along South Atlantic Ava. from the Port Orange Bridge, 115 feet west of South Atlantic Awe.
75




TABUI. --Continued
Well So. Location
9025-056-3 6.7 miles mou.th along South Atlantic Ave. from iie Port Orange Bridge, 0.32 mile wat
along a send road from South Atlantic A"e. at the southeast end of a @hall pit.
905-059-1 300 feet cron Alaln U a. Hwy 1 from a bridge across Rome Bay, 0.24 mile southeast
along a sand road from U. S. lRvy. 1, 125 fect West of the Sand road at reat of owora
house.
905-059-I G.91 mile west along Comonwnealth Ave. from U S. Hwoy. 1 in Alleodalej 2,23 miles
mouth along a sand read from Comonwealth A"e., 570 feet east along a driveway from
the sand read, 10 feel oerth of a house.
905-0S9-Z 0.91 =ie vetl along Cmnealth Ave. from U. S. Hwy. I in Allendale, 2.72 msiles
mouth along a sand read from Commoonwealth Ave.. 0. 19 mile eoot along a driveway from
the sand road, 35 feat north of a house.
905-100-1 2.51 mil. northwest along a sand road from the intersection of Enterprise Ave. and
State Hey. 40-A. west of New Smyrna, Reach, 1.14 milo. northwest along a trail from
the sand road, at the end of the trail on the clest of a creek hank.
905-100-2 0.91 all& war along Comonwealth Ave. from 0. 5. Rvy, 1 In Allendale, 1.17 miles
month I-on a all road from Commsonealth Ave., 1.00 miles west along a sand road
from the shell road, 0.63 mile south from the sand road and 5 feet south of a barn.
905-100-3 0.91 nile west along Comonw~ealth Ave. from U. 9, Hey. 1 in Allendale, 3.36 miles south
alon& a shell road from Coonwealth Ave., 100 feet mouthb of the shell read. in the
north edge of Spruce Crock.
905-101-1 3.82 mi1es sontheesc along Herbert St. from U. 9 lRvy. I in Port Orange, 0.57 mile
southeast along a driveway, from Herbert St. extension, 100 feet southwaat of a house
to a p..hous.
905-102-1 0.52 mile east along State Hay. 40-A from Stale Hey. 413. in $a"auta, 1.41 miles
north along a sand road from State Hwy. 40-A to Spruce Crck Miort, U.4 mile north
of the north end of the north-south mrmay, 12 feet sooth of Sp icc re.
905-102-2 1.02 miles west along gtate Hsy. 40-A from State Hwy. 415 in Sansula. 2.64 miles
noth along a sand road from State Hey. 40-A, 1.41 miles test along a shell road
from the saod road, 0.46 mile east along a trail from the shell road, 900 feet mouth
of the trait on the bank of Spruce Creek.
905-102-1 1.02 miles weat along State Hey. 40-A from State Hey. 415, in Sdameula, 2.64 mile
orth along a sand road from State Het. 40-A. 1.41 miles east along a shall road frmm the sand road, 0.27 nile east along a trail from the shell coad, 730 feat soth of the
trail at owner's house.
905-102-4 1.02 miles wnsI along Scale Hwy. 40-A from State Hey. 413 in Sdaomla, 2.64 miles
north along a sand read from Stale Hwy. 40-A, 1.41 mtiles east along a shell road from the sand road, 0.12 nile east along a trail from the shell road, 650 feet south of the
trail at the west end of an, orange grove.
405-103--I 4.02 mtiles west along State Hey. 40-A from State Hey. 415. in Samaala, 2.90 milas
sorth of a saned road from State Hey. 40-A, 500 feet east of the sand road, northeast
of northeast comoer of eawner's house.
905-104-1 1.02 miles snot along State Rey. 40-A from Stale Hey. 415 in Saneola, 3.37 miles north
along a sand road from Slate Hey. 40-A. 0.38 mile west along a trail from the sand road,
140 fact south of the trail at owner's honse.
905-106-2 1.02 niles wmt along State Hwy. 40-A from State Hwy. 415, in Samsola, 2.66 miles north along a sAnd road from State fty. 40-A, 0.36 mile weat along a trail from ths sand road,
0.22 mite orth along the trail, 60 feet est of the trail.
905-104-3 1.0 nilex west along starn fty. 40-A from State Hey. 415 in Sansula, 2.66 miles north along a sand road from State Hwy. 40-A, 0.38 nile west along a trail from the sand road,
0.35 mile north along the trail, 0.16 mile west along a driveway. 40 feet south of the
end of the driveway.
905-104-4 1.02 siles west along Slate Hwy. 40-A from State Hwy. 415, in Samsula, 2.66 niles north along a mand road from Slate Hwy. 40-A, 0.38 mile weal along a trail from the sand road,
0.4 mile noth along the trail, 0.15 mile vaet along a driveway Erom the trail, 100 feet
north of the end of the driveway.
905-104-5 1.02 mils west along State Hwy. 40-A from State Hey. 415, in Samaula, 2.66 miles worth. along a sand road from State Hwy. 40-A, 0.35 mile vet along a trail from the
sand road, 0.53 mile north along the trail, 0 13 mile east along a driveway, 60 feet
worth of driveway.
76




TAM l --Continued
Well Ho. Location 905-lU3-1 5.2 miles east along U. S Hwy. 92 from U. S. Hwy. 17 at Detand, 5 feet east of the
meet head of a concrete bridge and 1 foot north of the- south guard rail of the bridge. 905-lu3-2 5.7 miles east along U. 0 Hwy. 92 fron U. S. Hwy. 17 at Deland, 3 feet coot of the
center hend and under the south guard rail of a concrete bridge.
905-113-3 5.06 mile eas..t along U. a. Hey. 92 iron U. 8 Hwy. 17 at Deland, 52 feat north of the
north edge of the concrete paement of U. S. Hwy. 92, 9 feet south of the north edge
of the highway right-of-vay.
905-115-1 1.63 miles north along Harsh Rd. from Old Daytona Beach read at Deland Airport, 220
feet east of Haersh Rd.,* 90 feet east of owner's house.
905-119-1 3.12-miles north along U. S. Hwy. 17 fran U. S. Hwy. 92 at Deland, 80 feet northwest
of U. S. Hwy. 17.
905-120-1 4.15 atles north along 0 0. Say. 17 from U. 0. Hwy. 92 in Deland, 220 feat northeast
of U S. Hwy. 17 at owner's trailer house.
906-056-i 2.90 ailes a~euth along Atlantic An. from the Port orange bridge at Port orange, HO
feet east of Atlantic Ane.
906-058-1 200 feet south alofig U. B. Hwy. I from a bridge across Rsce gay, 220 feet soot of U. S.
Hwy. 1 and 40 feet wet of owner's house.
906-058-2 250 fast south along U. 5. "w. 1 from a bridge across Rome Bay, 220 fEest east of U. S.
Hey. I and 65 feet south of owner's hose.
906-058-3 150 feet south along U. f. Hwy. I fross a bridge across goest Day, 00 feet nat of U. a.
"w. 1, 10 feet south of a fiab pond.
906-050-4 120 feat north along V. a. Eu. 1 from a bridge arross Rose Dlay, 75 feet wet of the
West edge of U. 0"REu. 1.
906-058-5 250 feat east along Polm Ave. from U. 0. Hwy. han Harbor Oaks, 40 feet sooth of
Palm Ave.
906-058-6 300 feet east along Seminole A"e. from U. 0. Hwy. 1 in Harbor Oaks, 350 feet north
of geminole Ave.
006-058-7 500 feet est along flay Shore Dr. from U. 0. m'sy. 1 in. Harbor aks, 35 feet south of
flay Shore Dr.
900-058-8 300 fast aouth along Cedar St. from its intersection with 0. S. Hey. 1 and Seminole
Ave. in Harbor Oaks, 60 feet vat of Ceder 01. at the end of oweer's driveway.
906-058-9 0.46 mile south along Cedar St. from its intersection with U. S. Hey. .1 and Seminole
Ave. in Harbor Oaks, between oner's housa and garage.
906-058-10 250 fast west along Seminole Awe, from U. S. Ewy. 1 in Harbor Oaks, 200 feet north
of Seminole Ave. northeast of puophoue. 906-058-11 do 906-058-12 do 90 6-058-13 do 906-058-14 do 906-058-15 do 906-101-1 1.44 miles southwest along Herbert ot. extension from Canal Rd. in Port Orange, 200
feet est of Herbert St. extension and 40 feel east of a house.
906-111-1 12.1 miles vest along U. S. Eu-. 92 fran U. S. ey. 1 in Daytona keach, 70 feet north
of U. S. Hwy. 92 end 30 feat east of a houoe.
906-111-2 13.03 miles wst along U. S. Hwy. 92 fran U. S. Hey. 1 in Daytona Beach, 120 feet
north of U. S. Hey. 92 at the ruins of a house.
906-112-1 13.76 miles wet along U. S. Hwy. 92 from U. S. Hwy. 1 In Daytona Beach, 110 feet
north of the edge of U. s. Hwy. 92, and 20 feet vest of the gam checking station in
-the Hunting Rieserve.
77




TAWX I.--Continued
Ha1t 90. location
906-116-1 3.64 miles north along Marsh Rd. from the old Daytona Beach road at Deland Nfaval Air
Station. 0.20 mile weet alosg a driveway from Marsh Rd.,* 20 feet meot of a hous, and 4.
foot east of a shad.
907-4057-1 2.1 miles south along Atlantic Ave. from the Port Orange Bridge In Fort orange. 3 feet
southeast of house number 4255 B. Atlantic Aye.
907-057-2 1.62 miles south along Atlantic Ave. free the Part orange Bridge in Port orange, 18 feet
seat of a seca wall eat of house number 4035 S. Atlantic Ave.
907-07-3 2.30 mle* south along Atlantic Ave. from the Port Orange Bridge In Port Orange, in the
floor of a garage between house number 4339 S. Atlantic Ave, and S. Atlantic Ave.
907-057-A 1.82 miles south alomg Atlantic A"e. from the Port orange Bridge In Port Orange, 7.2
fee ant of a fire hydrant In frontal house wzabar 4229 S. Atlantic Ave. 12.5 feet
sooth of U.S.G.S. Reach Park ililber Number 1, 1934.
907-058-1 0.08 siloecast along Viver St. from U. S. Hwy. 1 in Allendale, 80 feet north of River
St. to a pamphouse southwst of owner's house.
907-058-2 90 feet northet of the northwest edge of the Intersction of.U. S. guy. 1 and
Comnealth Aye, In Allendate. *In the heck room of 4 liquor store.
907-038-3 240 feet northwest of the northest edge of the Intersection of u. B. Bay. 1 and
Cowealth A"e, in Allendale. 110 feet weet of U. S. Owy. 1.
907-a31-4 60 teat norhosc of the intersection of V. S Ocy. I and PAWmS St. in Allendae, in
the northwest corner of a shed.
907-056-5 a0 mile sooth along U. S. Way. 1 from Comonwealth Ave. in Allendale, 120 leet east
of u. S. "w. I and 12 feet east of the northeast corner of Paradise Pot Shop.
907-055-4 0.51 mile south along Ut B. mcy. 1 from comsisweaith Ave. in Allendale, 120 feet Weet
of U7. S. ".. I at the northast corner of ownset's garage.
907-M3-7 0.40 mile earth along V. S. "c. 1 from Comnwealth Ave. in Allendale, 110 feet east
of ff S. "c. 1 and 8 feet east of an abandoned house.
907-59-1 0.90 mile most along Commnwealth Ave. from U. B. Hwy. I in Allendale. 0.31 mile north
alslo a sall road from ConmealIh Ave.,* 0.29 aile vest along a .ad road from the
shall road, 275 foot south of the sand road.
97-059-2 0.77 mile southeast along Oak St. from U. S. Hcy. I in Port Orange, 0.15 mile West
along a driveway from the and of Oak St., at the west edge of a cleared field.
907-09-3 0.77 mile southeast almsg Oak St. from U_ 8. Hey. 1 In Port orange. 90 feet east of the end of Oak St. and 15 feet south of a chicken house.
907-059- 0.56 mlea meat along Commealth A"e. from U. B. Bwy. 1 in Allendale, 300 feet south of C omasaltb Ave. at the aouth end of a pond.
907-059-5 0.3 55 ila west along Commnwealth Ave. from U. S. Vey. 1 in Allendale, 0. 34 aile sorth along a send trail from Comnwealth Aye.,* 285 feet, north of a house on the north side
of the trail.
907t-039 0-55 mile wet along Cmoealth Aye, from V7. B. gcy. I in Allendale. 0.34 mile north along a ad trail tree Commonwealth Ave.,* 12 feet south of a shed on the south aide
of the trail.
907-100-1 See table of Spring Records.
907-100-2 0.92 mile weat along Comnwealth Ave. from V. S. Hwy. 1 in Allendale. 0.31 elle eorth along a shell road from Comnwealth Aye.,* 0.60 mile weat along at sand road from the shell road, 0.46 mile eouth along a trail from the sand rod, 0.33 mile aouth elomg
a driveay from the trail, at the aod of the driveway.
907-100-3 0.92 Vi19 mat along COinomalth Aye, from U. S Hwy. I In Allendale, 0.31 mile north along shell road from Comowealth Ave., 0.59 mile meat along a sand road from the
shell road. 40 feet sooth of the sand road and 70 teet west of owner's house.
907-101-1 1.33 miles. west on Herbert St. extension from Canal Rd. in Port orange, 520 feet east of Herbert St. at southeat corner of a house.
78




TAM 1.--Continued
Well No. Location
907-101-2 1.13 miles west on Herbert St. extension from Canal Rd. in Port Orange, 60 feet west of
Herbert St. in a tin pcephouse
907-101-3 1.70 miles wet on Herbert St. extension, from Canal Rd. in Port orange, 110 feet eaat
of Herbert St.,* at the southeast corner of a building.
907-101-4 1.73 miles southwest along Herbert St. extension, from Canal Rd. in Port orange, 0.39
*tle east along a driveway from Herbert St., 120 feet wet of a houoe and 25 feot east
of a pond.
907-101-5 1.17 miles southest along Herbert St. extension from Canal Rd. In Port Orange, 0.15
mile north along a driveway from Herbert St., 15 feet snuth of owner's houae.
907-104-1 3.7 miles sooth along Tomka Farms Rd. from U. S. Hwy. 92 vest ot Daytona Beach, 820
feet east along a driveway from Tomolca Farms Rd., 40 feet sooth of garage at end of
the driveway.
907-110-1 11.98 miles vest along U. S. Hwy. 92 from U. S. Hwy. I in Daytona Beach, 0-92 mile
northeast along a brick road from U. S. Hey. 92, 90 feet north of the brick road in
a plowed firebreak.
907-110-2 11.98 miles vest along U. S. Hwy. 92 from 0. S. Hwy. 1 in Daytona Beach. 0.88 mile
nnrtheast-along a brick coed from U. S. Hwy. 92, 26 feet sooth of the brick road at
telephone polo somber 346.
907-116-1 4.21 miles north along State Hwy. 11 from its intersection with U. 5. Hey. 17 north
of Deland, 1.26 miles east along Old State Hwy. 11 from New State Hey. 11, 30 feet
wet of the highway.
907-121-1 0.58 mile vet along a sand road from the Atlantic Coast Line R.R. crossing at
Dateon Springs, at the sooth end of a pool at Bert's Pack.
907-121-2 0.36 mile west along a sand road from the Atlantic Coast Line R.R. crossing at Deleon
Springs, 0.08 mile sooth along a trail from the sand read, 0.16 mile west along a
path from the trail, on the lake shore at Spring Garden Lake.
908-057-1 1.36 miles sooth along Atlantic Ave. from the Port Orange bridge in Port orange, 5
feet southwest of garage behind house aomber 3946 S. Atlantic Ave.
908-057-2 .0.51 mile sooth along Atlantic Ave. from the Port Orange bridge in Port Orage, 3
feet south of house somber 3743 S. Atlantic Ave.
908-057-3 1.27 miles sooth along Atlantic Ave. from the Port Orange bridge in Port Orange, 36
feet east of the sa" wall at house number 3917 Sooth Atlantic Ave.
908-008-1 0.86 mile north along U. S. Hwy. I from Couinelth Ave- in Alleodale, 90 feet eat
of U. S. Hwy. I and 40 feet northeast of the Bermuda Motor Court.
908-058-2 0.33 mile sooth along Sooth Atlantic Ave. from the Port Orange bridge in Port orange,
20 feet sootheast of the southeast tower of house number 3635 S. Atlantic Ave.
908-058-3 0.12 mile south along Peninsula Ave. from the Port Orange bridge in Port Orange, 2
feet east of the northwest corner of owner's garage, northeast of the intersection
of Peninsula and Delmotte Ave.
908-058-A 1400 feet vest under the Port Orange bridge from Peninoola Ave. in Port Orange.
908-059-1 110 feet east of the City Hell, in the north room of the fireboune.
908-059-2, 0.13 mile north along Orange Ave. from Ocean Ave. in Port Orange, 60 feet east of
Orange Ave. extension end 10 feet southeast of owner's house.
908-059-3 0.28 mile south along U. S. Hey. I from buotauton Ave. in Pert orange, 3 feet south of the driveway at 153 S. gidgewood Ave.
908-059-4 0.60 mile sooth along U. S. Hey. I from Doslaotos Ace, in Port Orange, 95 feet orthwet of the intersection of U, S. Hey. 1 asd White Place.
908-059-5 0.30 mile sooth along U. S. Hey. I from Donlawton Ave. in Port Orange, 700 feet wet of U. S. Hwy. 1 along Oak St_, 50 fast north of Oak St.
79




T.ABU l.-ContLnued
W.11 Ed. Location
908-059-6 0.30 mile south along U. S., Boy. 1 from Dunlawton Ave. in Port Orange, 640 feot east
along Oak St. fron U). S. Rwy. 1, a0 feet north of Oak St.
908-059-7 0.42 mile mest along Oak St. Eram U. S. Roy. 1 in Port orange, 125 feet mest of Oak
St. in the mear of owner's house.
908-059-8 0.59 mile west along Oak St. from U. S. Hey. 1 in Port Orange, 190 feet veat of Oak
St. at the rules of a hurned house.
90a-059-9 200 feet south along U. S. Hwy. 1 fron Fox Place in Fort Orange, 90 feet vest of 0. a.
Hwy. 1. 20 feet from a carport cod 3 feet north of oaner's.driveoey.
905-059-10 0.11 mite south along Canal Rd. fran, Herbert St. in Part Orange, 0.79 mile east alang
a shell toad from Canal Rd., 0. 12 mile south slang a sand road from the shell road.
500 feet west of the sand roed, 20 feet south of a house.
908-059-It 0.41 wile vet along Herbert St. from U. S. Hwy. 1 is Part Orange, 5 feet south of the
southest corner of house snumber 193.
9CS-059--LZ 0.10 wile meat along povers Ave. from Ruth St. in Port Orange, 250 feet mooth of
Powers Ave in a garden.
908-059-13 15 feet west along Powers Ave. from Ruth St. in Port orange, 50 feet south of Powers
A-e., 10 feet weat at house number 807.
908-059-14 0.4.7 mile vest aloog Ounicwon Ave. from U. S. Hwy. 1 In Port orange, 0.09 mile
south along Locust St. from funlacton Ave..* 6 feet east of onar's house.
908-059-15 0-29 mile north Almng U. S. Roy. I from Herbert St. In Port Orange, 200 feet West
of it. S. Hwy. 1. at the vest side of a, building.
908-059-16 300 feet north clang V. S. Hey. I from Herbert St. in Port Orange, 90 feast eat
aS V. S. Nwy. I between a house and a garage.
908-100-1 0.49 mile south along Jackson St. from Herbert St. in Port orange, 40 feet east of
Jackson St. in a pumpbow-e
908-tOO-2 0.49 mile south along Jackson St. from Herbert St. in Port Orange, 340 feet ceet of
Jackson St.
908-100-3 0.4.9 mile south along Jackson St. from Herbert St. is Part Orange, 640 feet east of
Jackson St.
908-100-4 0.44 mile south along Jackson St. from Herbert St. in Port Orange, 60 feet west of
Jackson St. at the southwest corner of a garage.
908-100-5 0.03 mile east along Herbert St. ftom Canal Rd. in Part orange, 200 foat south of
Herbert St. and 150 feet east of a main drainage csnal.
908-100-6 0.18 mile east along Herbert St. from Canal Rd. in Part Orange, 100 feet south of
Herbeot St. sod 100 feet east of the northeast corner of a house.
908-100-7 0.25 mile vet clang Herbert St. from Canal Rd. in Part Orange, 500 feet north of
Herbert St. 30 feet south of oner's house.
906-100-S 0..0 sile vet along Herbert St. from Canal Rd. in Part Orange, 100 feet east and
300 feet north along a driveway, 75 feet east of the and of the driveway.
908-100-9 0-31 mile most along Herbert St. fron Canal Rd. in Port Orange, 160 feet vet along
a drivewasy from Herbert St.
908-100-10 0.21. mile south along Jackmon St. from Herbert St. in Port Oranga, 400 feet east
along a sand road from Jackson St., 120 feet south of the sand road and 4 fect sooth
of onmer's hoos..
908-10G-11 0.50 mile nrth along Canal Rd. from Herbert St. in Port orange, 0.71 mile east along
a sand road from Canal Rd. 18 feet west of a house on the vet side of the smtad.
908-100-12 0.50 mile north along Canal Rd. from Herbert St. in Part Orange, 0.13 mile east along
a sand road from Canal Rd., 0. 16 mile north along a driveway from the sand road, 12
feet east of the driveway and 27 feet north of a tin ehed.
908-100-13 0.50 mile north along Canal Rd. from Herbert St. in Part Orange, 0.13 nile east along
a sand road from Canal Rd., .12 mile north along a driveway fran the sand moad, 30
feet east of the driveway and 5 feet north of a hou..
80




TAKE 1. --Continued
Well No. locatim.
908-100-14 0.36 mile northwest along Old Sugar Wil1 Ud. from Herbert St. in Port orange, 175 feet
worth of old Sugar KiL ad.
908-101-1 0.79 mile west along Herbert St. from Canal Rd. In Port orange, 0.24 mile northwest
sang a driveway frown Herbert St., 5 fat aat of a shed, on the north aide of the
driveway.
908-101-2 0.78 mile vest slang Herbert St. from Canal Ud. in Fort Orange, 100 feet north of
Hjerbart St. and 50 feet went of a building.
906-102-1 2.09 miles went along Big Tree Ud. from U. S. Hwy. 1 in South Daytona, 1.32 miles
mouth along a sand road from Big Tree Ud.,* 410 feet west of the sen road.
906-104-1 1.73 miles month along Tomoka Farns Rd. from V. s. nay. 92 Vent of Dsytona Beach, 70
feet east of TmoA rarms Rd. and 40 feet south of a dairy bern.
906-107-1 8.26 miles west along U. 5. Hwy. 92 fro V. S. Hsy. I In Daytona Beach, 430 feet
earth &lot* a driveway from 11. S. Hey. 92, 6 feet mouth of the ditch line of old
U. S. HwY. 92.
908-107-2 8.08 miles-weet along U1. S. Hey. 92 from U. a. lWy. 1 in Daytona leash. 0.12 mile
south slang a driveway from 0. S. Hey. 92, 153 feet east nf the end of the driveway.
908-107-3 7.98 miles went slang Yi. S. fty. 92 fro It. S. Hfy. I in Daytona Beach, 0.13 mile
earth slang a driveway from 0. S. Hey. 92, 4 feet noth of old house for Fire R asgr.
906-108-1 8.74 miles wast along U1. H. Hey. 92 from V. S. H"y. 1 In Daytona leach, south along
Center Ave. to Pkrshell Rd., 130 feet north of Mmrsall Rd. and 60 feet west of
Cuter Ave.
9W068l0-2 8.64 miles west along U. S. Hwy. 92 from 0. S. fty. I In Daytona leach, 135 feet
north of U. S. Hey. 92 at owner's garage.
906-114r1 7.8 wile. ast along V. S. Hwy. 92 from, U. 5. Hwy. 17 In Deland. 3.7 miles north
along. sand road from U. S. Hwy. 92. 630 feet east along a driveway from the sand
road.
908-117-1 5.9 miles earth along State Buy. 11 from U. S. Hwy. 17 in Deand, 120 feet east of
State fty. .11 and 6 feet west of a pumpeoose.
908-121-1 1.51 miles north along 0. S. Hwy. 17 from Daeonm Springs Post Off ire, 0.68 mile north"ast Along a secondary road from U. S. Hey. 17, 600 feet went of the secondary road.
908-121-2 1.51 mils earth along 0. S. Hwy. 17 iron Daleon Sprins Post Off ice, 0.14 mile southeast from U. S. Ray. 17 to a secondary road, 0.72 mile north along the secondary road.
0.23 mile west along a trail iron the secondary road, 25 tast south of the and of the
trail.
909-058-1 0.711 nile earth along Atlantic Ave. from Dualawton Ave. in Port Orange, I footceast of the northeast corner of house ousbar 3175 S. Atlantic A"e.
909-058-2 0.29 mile north along Atlantic Ave. from DooLawton Ave. In Sort Orange. 3 feet nouth of the southeast corner of house number 3337 S. Atlantic Ave.
909-058-3 0.35 mile north along Atlantic Ave. from ounlenton Ave. in Sort Orange, 3 feet northwest of the pumphouse at house number 3230 S. Atlantic Ave.
909-058-4 0.93 mile north along Peninsula Ave. from Donisato Ave. in Sort Orange. 30 feet Vent of Penfnsanla Awe, in froutof h-,ss nonber 3115 S. Peninsula Ave.
909-058-3 1.06 ellen; north along Atlantic Ave. from Danlawton Ave. In Port Orange, 3 feet northeast of the norxtheast corner of the outside stairw.ay at house nuber 3059 S. Atlantic
Ave.
909-059-1 0,14 mile earth along U. S. Buy. 1 from a bridge crossing Reed Canal at Reed Canal Ud.
In Port Orange, 430 feet east of U. S. Hwy. 1 in the west end of a pumehouss.
909-059-2 0.14 mile north along U. S. fty. 1 from a bridge cranming Reed Canal at Reed Canal Ud.
in Port Orange, 460 feet east Of U. S. Hey. 1. southwest of a Mnatee tank.
909-0594 110 feat sooth of the southwest coms of the guard rail of a bridge on V. S. Hwy. 1.
crossing Reed Canal at Port Orange, 40 feet west of Ui. H. Hwy. 1.
81




TABI .-Catinued
Wit ff.. Location
909-859-5 100 faet sooth along U. S. Heay. 1 from a bridge crossing Reed Canal In Port orange, 260
feet west along a driveway f rom U. S. Buy. 1, In the wet end of a bathhouse.
909"59-6 0.26 mile north along V. B. Buy. I from a bridge crossing Read Canal In Port orange,
0.06 mile east &Ing a driveway from U. S. Hway. 1, in the canter of a loop in the
driveway.
909-059-l' 0.26 odie north along U. B. Ebwy. 1 from a bridge crossing Reed Canal In Port Orange,
0.05 mile east along a driveway, 0.07 mile southeast from the drive across an open
field, near the center of a windbreak of Australian Pines.
909-039-6 0.09 mile north along U. S. Hwy. 1 from a bridge crossing Reed Canal In Port Orange,
90 feet eat of U. S. Vvy. 1 in a building.
909-09-9 0.08 mite north along U. B. flay. 1 from a bridge crossing Reed Canal in Port Orange.
115 feet ecat of V- S. Bwy. I at eant side of owner's house.
909-059-L0 0.23 nile north along U. S. Hwy. 1 fro a bridge crossing Read Canal in Fort Orange,
70 feat east of U. S. Bwy. 1, at the northeat corner of a building.
909-059-11 0.32 mile south along V. S. Bay. 1 from a bridge crossing Reed Canal In Port Orange,
20 feet east of U. S. Moy. 1, 15 feet northwest of a house.
909-059-12 350 feet south along U. S. flay. 1 frna a bridge crossing Reed Canal In Port orange,
400 feat east of U. B. Bwy. 1, at the northwest corner of a house.
909-100-1 1.03 alias west along Reed Canal Rd. from U. S. Slay. 1. In Port orange, 0.23 mile
north along a trail from Reed Canal Rd., in the center of an orae grove.
909-100-2 1.03 miles wet alon Reed Casnal Rd. from U. S. flMy. 1, in Port Orange, 0.17 mile
orth of Reed Canal Rd..* in the southeast section of an orange grove.
909-100-3 0.79 mile sooth along Canal Rd. from Reed Canal 3d. In Port Orange, 0.65 mile east
along a sand road from Canal Rd..* 0.50 mile north along a trail from the sand road,
400 feet east of the trail.
909-100-4 0.56 mile west alon& Read Canal Rd. from 1U. B. Boy. 1, in Port Orange, 230 feet southwest of Reed Canal Rd., 30 feet south of owner's house.
909-100-S5 0.56 mile west along Reed Canal Rd. from U. B. Boy. 1. in Port orange, 700 feet south along a driveway fron Reed Canal Rd.,* at the southwest corner of a barn.
909-100-6 0.95 mile west along Reed Canal Rd. from U. B. flay. 1, In Port Orange, 0.22 mile sooth along a sand road from Reed Canal Rd.,* 275 feet west of the sand road in a pasture.
909-100-7 0.74 mile met along Reed Canal Rd. from U. S. Boy. 1, In Port Orange, 150 fat north of REed Canal Rd. at the east wall of a house.
909-M0-1 0.62 mile west along Big Tree Rd. from Canal. Rd. int South Daytona, 320 feet orth of Big Tree Rd. at the intersection of 2 stock fences.
909-102-2 0.39 mile west along Big Tre& Rd. from Canal Rd. in Booth Daytona, 0.80 mile, soth alsng a sand road from Big Tree Rd., 115 feat west of the sao road.
909-102-3 0.79 mil. wet along Big Tree Rd. from Canal Rd. in Bouth Daytona. 0.80 wile south along a sand road from Big Tree Rd., 0.13 mile east along a driveway, 20 feet north
of the driveway.
909-102-4 0.79 mile west along Big Tree Rd. from Canal Rd. In South Daytona. 0.80 mile south along a sand road from Big Tree Rd..* 0.13 mile east along a driveway, at the end of
the driveway.
909-103-i 15 feet north of the right-of-way of 0. B. Boy. 92 at the Intersection of U. B. MWa.
92 and Old Weltd Rd. end Tmka Farms Rd., *wet of Daytoa Beach.
909-105-2 0.54 mHe west along U. B. Boy. 92 from the intersection of U. S. Boy. 92, Old Deland Rd- ad TNAA Parms Rd. wear nf Daytona Beach. 1L30 feet sooth of V. 5. ly. 92, 160
feet west of a service station and 100 feet east of a house.
909-106-2 6.0 miles west along U. B. Noy. 92 from U. B. Boey. 1, In Daytona Beach, 49 feet north of the north edge of the pavement of a. 6. Buy. 92. 325 feat west of a concrete bridge
across a drainage canal along the onrth edge of u. s. fty. 92.
82




TABLE 1. --ContInued
Welt No. Location
909-106-2 6.0 miles west along 0. S. Hwy. 92 from U. S. Hwy. 1, in Daytona Beach, 107 feet south
of the south edge of 0. 5. Hey. 92.
909-106-3 6.0 miles weet along U. S. Hwy. 92, fron U. S. Hwy. 1, in Daytona Beach, 50 feet north
of the north edge of the pavoment of U. S. Hwy. 92.
909-106-4 6.0 oilen west along U1. S. Hwy. 92 from U. S. Hwy. 1, in Daytona Beach, 49 feet north
of the oorth edge of the Pavement of U. S. Hwy. 92, 25 feet west of well 909-106-1.
909-106-5 6.0 ellen west along U. S. Hwy. 92 from U. S. Hwy. 1, in Daytona Beach, 50 feet north
of U. S. Hwy. 92, 178.5 feet veer of well number 909-106-4.
909-106-6 6.1 milee went along U. S. Hwy. 92 from U. S. Hwy. 1, in Daytona Beach, 50 feet north
of the north edge of the pavement of U. S. Hwy. 92, 450 feet vonst of well 909-106-4.
909-106-7 5 feet south of well 909-106-5.
909-106-S 5 feet vent of well 909-106-2. 909-107-1 7.1 miles went along U. S. Hwy. 92 from U. S. Hwy. 1, in Daytona Bench, 0.10 mile
northwest along a paved road from U1. S. Hwy. 92, 0.51 nile north along a eand road
from the paved road, 30 feet vest of a pomphouse at the end of the oand road.
909-109-1 8.94 miles wear along U. S. Hwy. 92 from U. S. Hwy. 1, in Daytona Beach, 2.60 miles
north along a shell road frm U. S. Hwy. 92, 10 feet north of the end of the shell
road.
909-117-1 6.94 mites north along State Hwy. 11 iron 11_ S. Hwy. 17 in Deland, 140 feet wst of
State Hwy. 11, in a poophouse.
909-122-1 2.86 mllen sooth along U. S. Hwy. 17 from State Hwy. 40 in Barberville, 0.54 mile
north along a driveway from U. S. Hwy. 17, 50 feet wnt of the drIveway.
909-122-2 2.86 allen nooth along U. S. Hwy. 17 from State Hwy. 40 in Berbervlle, 0.11 mile
north along a driveway from U. S. Hwy. 17, 3 feet eaat of the driveway in an
irrigation ditch.
909-122-3 2.86 miles oouth along U. S. Hwy. 17 from State Hwy, 40 in Barberville, 0.99 mile east
along a send road from U. S. Hwy. 17, 75 feet south of the sand rood.
909-122-4 2.66 miles south along U. S. Hwy. 17 from State Hwy. 40 in Sarberville, 0.52 mile sast
alongansand rood from U. S. Hwy. 17, 30 fret northeast of a house.
909-123-1 2.86 miles south along U. S. Hwy. 17 from State Hwy. LO in Sarbarville, 0.54 mile
north along a driveway from U. S. Hwy. 17, 0.20 mile veer slung a drainage ditch,
from the dieway.
909-123-2 2.86 miles sooth along U7. S. Hwy. 17 from State Hwy. 40 in Barberville, 0.11 mile west
across the A.C.L. gR.., 0.48 nile north along a paved road, 0.31 nile wnt along a
driveway, at a ban.
909-130-1 0.48 mile east slong State Hwy. 40 from a bridge crossing the St. John's giver at Astor
Park, 80 feet south of State Hwy. 40 on the went aide of a house.
909-130-2 0.08 nile east along State Hwy. 40 from a bridge crooning the Sr. John's giver at Astor
Park, 0.09 nile south along a driveway from State Hwy. 40, at the north end of a
building.
910-058-1 1.44 miles north along Atlantic Ave. from Donlawton Ave. in Port orange, at the northeast corner of the driveway at house somber 2937 S. Atlantic Ave.
910-058-2 1.52 miles north along Atlantic Ave. from Dunlawton Ave. In Port Orange, at the southwent corner of a Motel.
910-059-1 1.91 miles north along Atlantic Ave. from Dunlawtn Ave. in Port Orange, 60 feet east
of Atlantic Awe. 15 feet north of the driveway at house nmser 2755 S. Atlantic Ave.
910-059-2 1.91 allen north along Atlantic Ave. from Dunlawten Ave. is Port Orange, 205 feet
east of Atlantic Ave.,* 8 feet north of garage at house somber 2755 S. Arlantie Ave. 910-059-3 0.57 mile north along U. S. Hwy. I from bridge crossing Reed Caeal in Port Orange,
140 feet net of U. S. Hwy. 1, at the northwest corner of a pumphoune at a antel.
83




TAlES 1.--continued
Well no_ Location
910-100-1 0.14 mile mast along Big Tree fld. from 11. S. Hwy. 1 in South Daytona, 30 feet east of a
driveway and 25 feet southeast of the corner of a house.
510-100-2Z 0.16 mlet waes along Big Tree Rd. from U1. S. Hwy. 1, In South Daytona, 225 feet east of
the Atlantic Coast Line R.R. 12D feet south of Big Tree Rd.
910-100-3 0.52 mile vest along Big Tree Rd. fro UI. S. Hwy. 1 in South Daytona, 130 feet north of
Big Tree Rd.
910-100-4 O-6t tile north along U. S. Hwy. 1 from a bridge crossing geed Canal in Port orange, 6
feet south and 3 feet west of the northwest corner of a restaurant.
910-100-5 0.09 mile east along Xcoonld Ave. from U. S. Hwy. 1, in Sooth Daytona, 0.06 mile southeast along a driveway from McDonatd Ave., 20 feet north of the driveway, 10 feet west of
a garage.
910-100G-6 0.08 idle west along Bellwood Ave. from U. S. Hwy. 1 in Sooth Daytona, 75 feet south of
Bet1s-d Ave. 70 feet east of owner's house.
510-tml-I 0-36 nile east along Big Tree Rd. from Canal Rd. in South Daytona, 400 feet north of
Big Tree Rd. in an orange grove.
910-101-2 0.42. mile east along Big Tree Rd. from Canal Rd. in South Daytona, 130 feet south of
Big Tree Rd. and 3 feet wear of owner's garage.
91G-101-3 0.23 tile east along Big Tree Rd. from Canal Rd. in South Daytona, 275 feet sooth of
Big Tree Rd-. and I font west of a pomphoune.
9IG-10M-1 1.74 miles east along the Old Deland Rd. from U. S. Hwy. 92 west of Dsytona Beach, 110
feet south of the Old Deland Rd. inside of a pomphouse.
910-103-2 1.99 milea east along the Old Deland Rd. from U. S. Hwy.. 92 west of Daytona Beach, 80
feet south of Old Deland Rd- in a cattle pasture.
910-103-3 1.69 idles east along the Old Deland Rd. from U. S. Bwy. 92, west of Daytona Beach, 130
feet sooth of Old Deland Rd.
910-MS-I 0.46 ile eat along the Old Deland Rd. from U. S. Hwy. 92, west of Daytona Beach,
140 feet south, of the Old Deland Rd. at a pumphouse south of owner's house.
91G-104-2 4.23 miles west along U. S. Hwy. 92 from U. S. Hwy. 1 in Daytona Beech, 700 feet north
of U. S. Hwy. 92, at the east edge of a golf course.
910-105-1 4.64 tiles vest along U. S. Hwy. 92 from U. S. llwy. 1. in Daytona Beach, 23 feat northwest of the edge of the pavement of U. S. Hwy. 92, 15 feet southeast of a drainage ditch.
910-109-1 8.94 tiles west along U. S. Hwy. 92 from U. S. Hwy. 1, in Daytona Beach, 3.71 miles north along a shell read from U. S. Hwy. 92, at the end of the read, 15 feet west of a
hunting lodge.
910-124-1 0-16 mile west along State Hwy. 40 from U. S. Hwy. 17 In Berberviale, 0.43 mite south along a paved road from State Hwy. 40, 180 feet east of the paved road.
910-125-I 0.48 mile west along State Hwy. 40 from U. S, Hwy. 17, in Barberville, 0.04 mile east along a paved road from State Hoy. 40, 0.07 mile south along 4~ driveway from the paved
road, in the east end of a pomphouse.
910-11 0.48 mile east along State "w. 40 from a bridge crossing the St. John's River at Astor Park, 0.44 mile north along a shell road from State Hw. 40, 0.97 mnile west along a
sand road from the shell road, 120 feet south of the sand road.
910-131-2 0.48 mile east along State "w. 40 from a bridge crossing the St. John's River at Astor Park, 0.44 mile north along a shell road from State Huy. 40, 0.68 mite west along a sand
road fr- the shell road, 240 feet north of the sand road.
910-131-3 0.48 mile east along State Hwy. 40 from a bridge crossing the St. John's River at Astor Park, 0.44 mile north along a shell road from State Hwy. 40, 0.79 mile vest along a sand
road from the shell road, 30 feet north of the end road.
910-131-4 0.48 ile east along Slate "w. 40 from a bridge crossing the St. John's River at Astor Park, 0.44 ile north along a shell road from State Hwy. 40, 0.38 mile west along a sand
road fromx the shell road, 60 feet south of the sand road.
84




.4.1 A~4 4
0.
0~~- 0 L4 44 4 44i 4
A 4 .4 '1 4. 0 4 4 4
0 44 4 0 0 0 4 44 0 0 4 4 8 s 84 4 0 4 4 4 4 00 0 4 4 0 4 0 ~ ~ ~~ W 0 0444 44 4 4




TABLE k--Continued
welt No. Location 91t-104-8 3.15 miles mset along U. S. Hwy. 92 from U. S. Hwy. 1, in Daytona Beech, 20 feet south
of the right-of-wy of U. S. Hwy. 92, at the end of a drainage canal.
911-l14-1 7.80 miles east along U. S. Hwy. 92 frost U. S. Hwy. 17 in Deland, 6.68 mile. north
along a sand road from 0. S. Hwy. 92, 0.54 silo northeast along a trail from the sand
road, in the trail.
911-123-1 1.21 miles north along 0. S. Hwy. 17 from State Hwy. 40 in Barherville, 0.07 mite north
along a driveway from U. S. Hwy. 17, 30 feet north of owner's house.
911-133-1 3.70 silts north along the St. John's River fromt a bridge on State Hwy. 40, crossing
the St. John's giver at Astor Park, 70 feet east of the river hash at a fish cmp. 912-100-t 1000 feet east of the west end of South Bridge in Daytona Beech, under the present
bridge In tbs Halifta River.
912-101-1 0.64 mite conch along U. S. Hwy. 1 from U. S. Hwy. 92 in Daytona Beach, 120 feet wet
of U. S. Hwy. 1, 2 feet north of the north wall of a motel office building.
912-101-2 0.11 mile north along Segrace St. from U. S. Hwy. 92 in Daytona Beach, 40 feet east of
Segrace St., 420 feet west of house somber 140 N. Ridgewood Ave.
912-101-3 0.09 mil west along 0. S. Hwy. 92 from U. S. Hwy. 1. in Daytona Beach, 30 feet north
of 0. S. Hwy. 92.
912-101-4 0.09 nile west along U. S. Hwy. 92 from U. S. Hwy. 1, In Daytona Beach, 130 feet north
of Uf. S. Roy. 92.
91-10-5 0.09 mile west along 0. S. Hwy. 92 from U. S. Hlwy. I in Daytona Bach, 230 feet north
of a. S. R.y. 92.
912-101-6 0.09 mile wet along U. S. Hwy. 92 firom U. S. Hwy. 1 in Daytona Beach, 330 feet north
of U, S. Hwy. 92.
912-101-I 0.09 mile west along U. S. Hwy. 92 from U. S. Hwy. 1 in Daytona Beach, 430 feet north
of U. S. Hwy. 92.
912-101-8 0-09 miles west along U. S. Hwy. 92 from U. S. Hwy. I in Daytona Beach, 530 feet north
of V. S. Hwy. 92.
912-101-9 0.09 mile west along U. S. Hwy. 92 from U. S. Hw. 1 in Daytona Beach, 630 feet north
of U. S. Hwty. 92.
912-101-10 0.12 mile west along U. S. Hwy. 92 from U. S. Rwy. I in Daytona Beach, 200 feet north
of U. S. Hwy. 92.
912-101-Il 0.12 mile west along U. S. Hwy. 92 from U. S. Hwy. 1 in Daytona Beach, 300 feet north
of U. S Hay. 92.
S12-101-12 0.12 mile west along U. S. Hwy. 92 from UI. S. Hwy. 1 in Daytona Beach, 330 feet north
of 0. 5. Hwy. 92.
91-101-U 0-12 mIle west along U. S. Hwy. 92 from U. S. "w. 1 in Daytona Beach, 500 feet noth
of U. S. Soy. 92.
912-101-14 0.12 mile west along U. S. Hwy. 92 fromt U. S. Hwy. I is Daytona Beach, 50 feet north of
U. S. Hwy. 92.
912-101-15 0.64 mile south along School St.. from U. S. Hwy. 92 in Daytona beach, 90 feet cost of
School St. and 3 feet north of owner's psmpbouse at 411 School St.
912-101-16 0.79 mile south along U. S. Hwy. 1 from U. S. Hwy. 92 In Daytona Beach, 3 feet west of
the west wa11 of a attel at 640 S. Ridgewood Ave.
912-101-17 3 feat east of the east edge of Beach St. along the extension of the south edge of Live
Oak Awe, in Daytona Bach, I font west of the sea wall at the City yacht Basin.
912-101-18 100 feat eat of the east edge of Beach St. along the extension of the cen ter line of Bay St. in Daytona Beach, 10 feet east of a City Dun Ststion.
912-102-L 300 feet ast along Orange Ave. fromt Adam St. In Daytona Beach, under center of Orange Ave.
86




TAILS l.--Contrnaed
Veil No. Location 912-102-2 2200 foot south along Adaos St. from U. S. Heay. 92 in Daytona leach, an east side of Adam&o St. extension.
912-102-3 1900 foot sooth along Adorn. It. from U. S. Nay. 92 in Daytona Beach, on east side of Adams St. exteoeioo.
912-102-4 1600 feet oouth slong Adamo St. from U. S. Buay. 92 in Daytona leech, a east side of Adams St. extension.
912-102-5 1300 feet south along Mama It. from U. S Boy-. 92 is Dayton leech, on east side of Adamo It. extension.
912-102-6 1100 feet mooth aloog Adams It. from U. S. Hway. 92 In Daytonas Beach, ons east edge mf
Adams It,
912-102-7 800 foot south along Adams St. from U. S fla. 92 in Daytona leach, on east edge of
Adams St.
912-102-I 300 feet sooth alming Mdama It. from U. S. flay. 92 in Daytone Beach, on east edge of
Adamo It.
912-102-9 200 feet south along Adams It. from U. S. flay. 92 in Daytona leach, n east edge of
Adamo It.
912-102-10 0,11 mile west alone Orange Ave. from Adorns It. in Daytona Beech, (I feet south of the
sooth edge of orange Ave.
912-102-11 400 foot south along leech St. from Magnolia It. In Daytona Beach, on the east edge
of leech It.
912-102-12 110 feet south alang leech It. from Magnolia An. in Daytona leach, at the east edge
of leech St.
912-102-13 200 feet north along coach St. icon Magnolia An. In Daytona leach, at the east edge
of leech It.
912-102-14 60 feet north along Caroline It. from Magnolia Ams. In Daytoe Beech, at the east edge
of Caroline It.
912-10 2-15 260 fast south along Caroline It. from Magnlia Ane. In Daytona Beach, at the east edge
of Caroline It.
912-102-16 406 feat south along Caroline It. from orange An. In Daytone Beaoh, at the east edge
of Carolina It.
912-102-17 160 feet south along Caroline St. from Maley St. In Daytona leech, at the east edge
of Caroline It.
912-102-18 200 feet sooth slung Reach It. from Malay It. in Daytona leach, along the eatension of
the east edge of leech It.
91 2-102-19 At the northeast corner of the intersections of leech It. end Maley It. in Daytona
leach.
912-102-20 250 fast sooth along leech It. from Orange An. in Daytona leech, at the aest edge
of leech It.
912-102-21 500 feet sooth along Jean It. iron Volsoim. Ave. In Daytona leach, 10 feat east of the
Main Canal.
912-102-22 80 feet south along Jean It. from Volusis Ae. In Dayone Beach, 10 feat east of the
Main Canal.
912-102-23 400 feet north along Main Canal from Volusin An. le Daytona Beach, 10 feet euat of
the Main Canal.
912-102-24 900 feat north along Main Canal from Volua Ave. in Daytnna Beech, 10 feet east of the
Maim Canal.
912-102-25 1400 feet north along Maim Canal from Volosaa An. in Daytona lea-h 10 feet east of nhn
Main Canal.
912-102-26 1900 feet north along Main Canal iron Volosie Ave. in Daytona leech 10 feet east of
the Main canal.
87




TAMIZ 1.-Caetlmed
well ft. Location
!112-102-27 2400 feet north along XUan cana from Yolosis Ave. in Daytona Beach. 10 feat east Of
the Mai. Canal.
912-102-2it 2100 fast north along Wain Cana from Volosas Ave. In Daytona Beach. 10 feet east of
the Rd= nanal.
q12-102-29 3400 fat north along Main Canal frc. Volumia Ave. in Daytonat Beach, 10 feet east of
the Main Canal.
9L2-102-30 10 fat morthment of the orthomat corner of the garage at house number 1025 Volusim
hA--. I Daytona Beach.
912-102-31 160 feet north along ech St. from Volusia Ave. In Daytona Beach, 2 feet uortheast of
the northeast career of the ower's house.
91Z-I02-32 0.62 mile north along Rain Canal from Volusia Ave. U. Daytona Beach, 275 feet east of
the -1l In a paste.
912-102-33 0.62 Odle north along Main Canal from Volusia Ave. U. Daytona Beach, 105 feet east of
the real912-102-34 i0 feet southeasat of the garage at house n-bhr 1135 Volosis Ave. i. Daytona Beach.
9t2-102-35 600 fat south *long Canal Rd. from VolusAa Ave. U. Daytona Beach. 500 feet sootheast alsog a trail from Canal ad.,* 10 feat moutlmwest of the edge of the trail.
M1-102-36 600 fast month along Canal 3d. f.o Volusia Ave. U. Daytona Beach, 1000 feet sonth-st &Ion a trail from Cansal ad., 10 feet south of the trail.
112-102-37 600 fat aonth along Canal ad. from Volusia Ave. in Daytona, beach. 1500 fat ouotheast almg a traIl from Canal 3d..* 10 feet amoth of the tral.
912-103-1 a fat norteat of the northeast cormor of nomras house at 1276 Volausi Ave. U.
Baoe~ Beach912-1032-2 10 feet wet of the am~tmst corner of the garage U. the rear of ouner's, ouse at 133 velmia Ave. in taytona Beach.
912-126-l 1.12 miles march along V. S. boy. 17 from State Boy. 40 U. Barhorville. at the southmas Corear of a fruit packing house. .
912-426-2 2.-3 miles eorth along V. S. Day. 17 from State Bay. 40 U. larherville, 15 feat nothwat of amrs home o, the seast aide of U. S. Bey. -17.
912-12-3 2 mile month of Piarsom on U. S. Buy. 17.
112-127-1 2-1 miles north along U. S. Hwy. 17 from State Hwy. 40 In Barherville, 0.06 mile must along a sen road from U. S. Hwy. 17, 1.06 miles north along a paved road from
the sen r, 0.55 nile east alog a shell road frnt the paved road, 550 feat north
chenogh a cit-u X-nr fro the hell road, at the edge of a lake.
912-127-2 2.10 miles north along a. S. Day.. 17 from State Bay. 40 In Sarherville, 0.06 mile meat aloI a sand road from 0- S. Way. 17, 0.91 mile north along a paved road from the sand
road, ton fast ast of the road at the norctheast corner of onner's house.
912-127-3 2.10 miles north along U. S. Buy. 17 fron State Kesy. 40 in Barberville, 0.06 mile wet
-a00 a sand road from U. 3. Day. 17, 1.36 miles north along a paved road iron the
aend road. 110 feat west of the paved road at am aheodoned sawill.
912-11 2.20 mile north along U. S. Soy. 17 from State May. 40 in zarhervlle, 0.06 mile et alon a sand road fcom U. S. Vey.- 17, 1.91 miles north along a paved road from the
aand road. 4.61 miles vat along a &all road from the paved road, 100 feet north of
the shell road.
912-131-2 2.10 miles north *an& U. S- Boy. 17 from State Day. 40 In Barherville. 0.06 mile wet along a sand road f~. U. S. Day. 17, 1.91 miles orth along a paved road from the sand road, 3.35 miles west along a shell road from the paved road, 3D feet west of the shell
TO&
9"2-132-1 0-49 mile east along State Hwy. 40 fro a hridge crossing the St. John's giver at Ator Park. 2.49 miles north along a shell road from State Hwy. 40, 2.72 oils west along a
@=A road from the shell road, 20 feet mouth of the sa" road.
88-




fABLE 1.-Continued
Well No. Location 913-100-1 3 feet south of the center of the north edge of the owner's property at 101 S. Oceluo
Ave. in Daytona Beach.
913-100-2 10 feet south and 30 feet east of the southwest corner of a hotel at 101 H. Ocean Ave.In Daytona leech.
913-100-3 23 feet south and 70 feet east of the southest corner of a hotel at 101 s. Oceen Ave.
in Daytona Beach.
913-100-4 40 feet west of a house and 30 feet southeast of a garage at 225 B. Oleandr Ave. in
Daytona leach.
913-100-5 180 feet east along Harvey St. from Ocea Ave. in Daytona Beach, 23 feet northeast of
Harvey St.
913-101-1 12 feet north of the northwest namer of building sumher 518 Bllough Rd. in Daytona
Beach.
913-101-2 70 feet wear of the house and 20 feet sooth of the garage at 586 lelloogh Ed. in
Daytona Beach.
913-101-3 2 feet went of the center of the vest end of a church at 360 B. Ridgewood Ave. in
Daytona leach, in a camnt ptmp aump.
913-101-4 900 feet esot along geahreeee Bridge from lellough Rd. 10 Daytooa Beach, under the
center span of the bridge.
913-101-5 320 feet wet along Fairview Ave. from the wet end of Main Sc. Bridge in Daytona
leach.
913-102-1 1.39 milen north along Caal Rd. from Voluela Ave. in Daytona Beach, 0.06 mile east
along a sand road from Canal Rd.,* 60 feet north of the sanod road.
913-102-2 1.39 miles north along canal Rd. from Voluslan Ave. In Daytona Beach, 0.06 .ile east
along a sand road from Canal Rd.,* 450 feet north aross a truck far, from the sand
road.
)13-102-3 1.28 miles north along Caoal Rd. from Valusa Ave. in Daytona Beach, 300 feet wast of
I Canal Rd. along the vest edge, of an experimental farm.
913-103-1 2.06 miles north along Canal Rd. from Voluaia Ave. in Daytona Beach, 130 feat wet of
Canal Rd. and 6 feet west of a pomphouse.
913-103-1 1.38 niles north along Canal Rd. from Volumla Ave. in Daytona Beach, 0.13 mile wast
along Mason Ave. from Canal Rd.,* 0. 11 mile south aloog a driveway from Mason Ave.,
at west edge of driveway.
913-103-3 1.38 miles north along Canal Rd. from Volusla Ave. In Daytona Beach, 0.13 mils wet
along Mason Ave. from Canal Rd., 0.09 mile south along a driveway from Mason Ave.,
40 feet vest of drivewy.
913-115-1 3.20 atlas east along the Dornd lerherville Rd. from its intersection with Itot
Hwy. 11, 0.21 mile aouth along a trail from the Ormnd Barherr~lle Rd. at aotheast and of the trail.
913-118-1 250 feet east along the Ocn~nd lerheeville Rd. from Into Bay. 11, 40 feat north of the road at the southeast corner of a slaughter hoouss.
913-119-1 0.54 nile north along Store may. 11 from the Oomqad lErbherville Rd..* 220 feat west of Stare Boy. 11, at the south wall of a pomphouse. 913-127-1 1 nile east of Pierson 10 a fernery. 914-101-1 250 feet vent along University Blvd. from Halifax: St. in Daytona Beach, 20 feat sooth of University Blvd.
914-101-2 350 feet west along University Blvd. from Halifax St. In Daytona Reach, 20 fat south of University Blvd.
914-101-3. 450 feet west along University Blvd. from Halifax St. in Daytona Beach, 60 feet south of University Blvd.
9ltJ-101-4 430 feet vent along University Blvd. fron Halifax or. 10 Daytona leach, 40 feet north of Diversity Blvd.
89




TAEY I. -Continued
Wael. So- Location 914-101-i 550 feet net along University Blvd. from Halifax St. in Daytona Beach, 30 feet southwest of Uiversity Blvd.
9K4-101-6 230 fEest southwest of the west cod of University Blvd. in Daytona Beach. 914-101-7 270 feet southwest of the west end of University Blvd. in Daytona Beach. 914-101-8 12 feet east of N- Atlantic Ave. at hoose number 1276 H. Atlantic Ave. in Daytona
Beach. at the south end of a atone wall.
914-1011-9 0.74 mite north along N. Atlantic Ave. from Seabreeze Ave. in Daytona Beach, 70 feet
weat of X. Atlantic Ave.
914-102-1 10 feet north of the northwest corner of the treatment plant at the city water worho
in Hotly Bill.
914-102-2 110 feet southeast of the southeast corner of the treatment plant at the city water
w.ork. In Holly Bill.
914-E02-3 40 feet southwest of the southwest corner of the City Hall in Holly Hilt. 914-102-4 60 feet at of the southwest corner of the central building of a motel at 1212 N.
Ridgewood Ave. in Holly Hill.
914-1012-5 10 feet north of a drivsawsy and 70 feet east of Ridgewood Ave. at a ootel at 403 H.
Ridgewood Ave. in Holly Bill.
914-102-6 70 feet northeast of the northeast corner of the City Hall in Holly Hill. 914-102-7 12 feet north and lB feet neat of the northwest corner of a houae at 558 Riversido
Dr. in Holly Bill.
914-102-8 48 feet south of the garage at house umber 600 Riverside Dr. in Holly Hill. 914-102-9 70 feet east of owner's houes and 27 feet south of the driveway at 614 Riverside Dr.
ia Holly Bill.
914-1013-t O.1l mile east adoug 11th St. from Canal ad. in Holly Hill, 0.17 mile asoth along a
driveway from 11th Sc..* 4 feet east of the driveway near the center of a citrus grove. 914-103-2 0.14 mile west along 11th St. from Canal Rd. in Holly Hill. 300 feet northwest of 11th
St. in the west end of a pumphouse.
914-10[3-3 0.31 mils east along 11th St. fa Canal Hd. in Holly Hill. 90 feet north of 11th St.
in a truk farm.
914-103-4 0.09 wile east along 11th St. from Canal Rd. in Holly Hill, 110 feet north of 11th St.
at the northwest end of a house.
914-104-1 0.81 mile nest along 11th St. from Canal Hd. in Holly Hill, 2.30 feet north of 11th. St.
at the north end of a small building.
914-104-2 0.30 nile neat along 11th St. from Canal Rd. in Holly Btill. 0.73 nile north along a shell road from 11th St.,* 0.26 nile nest along a sand road from the shell road, 120
feet south of the sand road.
914-107-1 01.20, mile nest along Ormond Barherville Hd. from a bridge crossing Tonoba River,
1.18 miles southeast along a trail from the Ormond Barberville Rd.,* 90 feet west of
the trill.
914-126-1 1 mile southwest of Pierson.
914-127-1 0-712 mile orth along U. S. Hwy. 17. from Pierson Public School, in Pierson, 0.12 nile west slong a paved road from U. S. Hey. 17, 0.03 mile south along a driveway from the
paved road, 140 feet east of the driveway at the north end of a carport.
915-101-I 40 fest neat of the orthwest corner of houses numhwr 1BBB H. Atlantic Ave. in Daytona Beach. 20 feet south of the south edge of Hartford Ave.
915-101-2 130 feet east of the ortheast corner of boune number 1B19 H. Halifax Ave. in Daytona Beach, 30 feet south of the extension of the south edge of Hartford Ave.
915-113-1 1.62 miles south along U. S. Hwy. 1 from Granoda Ave. in Ornond Beach. 0.13 nile vent almsg a paved road from U. S. Hwy. 1. 0.12 nile north along a sand road from the paoed
road. 40 feet west of the snd road.
90




TABLE 1. -Continued
Well He. Location 915-106-1 3.16 mile. vent along T ... k A-e fra U. 5_ Hwy. 1 in omeend Beac.h. 425 feet north of.
temeo Ave. in a puephouse.
915-106-2 3.34 ellen went along Tonoks Ave. iron U. B. Hwy. I in Ormnond Bench. 130 feet north of
Teoka Ave. in a puephous.
915-106-3 2.B6 miles went niong Tmoka Ave. free U. B. Hwy. 1 is Ormond Bench, 30 feet south of
a barn, nouth of Toneka Ace.
915-107-1 4.63 milen went along teenha Ave. free U. S. Hwy. 1, in Ormond Beach. 0.34 mile north
along a driveway free Teenka Ave., 230 feet cant of a house at the end of the driveway. 915-107-2 4.63 ellen west along Tonooks Ave. free U. B. Hwy. 1 in armend Beach, 0.44 mile north
long a driveway free Toenka Ave.,* 303 feet south of the eod of the driveway.
915-107-3 4.16 ellen west along Totnoha Ave. free U. S. Hwy. 1 in Ormond Beaoh, 0.19 nile northwest along a driveway free Tooh Ave.,* 300 feet west of the end of the driveway. 915-107-4 4.63 ellen west along Toenka Ave. free U. B. Hwy. 1 in Oroond Boach, 8.9 miles north
along a driveway f roe Tomoka, Ave.,* 180 feet sooth of nwner's houne.
915-109-1 6.31 ellen wont along Toeoka Ave. free U. B. Hwy. 1 in Ormond Beacoh, 0.18 mile north
alng a driveway f rom Toeebe Ave.. 16 feet north of owner's house.
915-111-1 9.21 ellen went along Tomoka Ave. free U. S. Hwy. 1 in Ormond Beach, 0.49 mile noth
alnng a coed road free Teeokn Ave. 600 feet cost long a driveway from the sand road,
at end of driveway.
915-132-1 2.24 mllen went along 9 Mile Point Rd. free U. B. Hwy. 17, north of Piernon, 1.46 mi1es
southwest along a sand road free 9 Mile Point Rd., at the southwest corner of a building. 915-132-2. 2.24 nilen went along 9 Mile Point Rd. from U. S. Hwy. 17 north of Piersn. 1.46 miles
s southwest along o sand road free 9 Mile Point Rd.,* at the north edge of the end of the
sand rad.
915-132-3 30 feet oorth of well 915-132-2. 916-102-1 2 feet iron the north edge of the garage at houne oumber 400 Riverside Dr. in Ormod
Beach.
916-103-1 250 feet northwest of the northwest corner of the treatment plant at the city wter
works in Ormond Beach.
916-103-2 30 feet north of the line building at the city water works in Ormond Beach. 916-103-3 300 feet south of the north end ci the lime building at the city water works in Ormond
Bench.
916-103-4 300 feet notheost of the clarifiers at the city water works in armend Beaoh. 916-103-5 2 feet east of the garage at house number 434 s. Bench It. is Holly Hill. 916-104-1 140 feet north of owner's house at 59 N. Orchard Br. in Ormend Beaoh, at the edge of
a fich pond.
916-104-2 0.31 nile went along Division It. free S. Orchard St. in Ormood Beach, 18 feet sooth
of Dlivisin It. in a earl pit.
916-105-1 2.01 milds west along Tomeba Rd. iron U1. S. Hwy. 1 in Ormond Beach, 135 feet south of
Tonoka Rd., 40 feet southest nfI owner's hose.
916-105-2 1.58 miles west along Teenba Rd. iron U. S. Hwy. 1 in Ormond Beach, 0.21 mile sooth
along a snd road free Teesba Rd., 140 feet went of the sand road at the corner of a
stock lot.
916-106-1 2.01 eiles west along Tanaka Rd. free U). S. Hwy. 1 in Oreond Beach, 0.66 nile north
along a nond rood free Teenka, Rd.,* 2 feel north of the north corner of owoer'n ho~me. 916-106-2 1.58 ellen west along Toeosa Rd. iron U. S. Hwy. I in Ormond Beach, 0.90 mile north
along a trail fron Tonoka Rd., 12 feet south of Tonoka.River.
91




Rall se. Location 91-ill-I 9.21 miles west along Tomoks, Rd. from UI. S. Hwy. I in Ormoond Beach, 1,64 miles north
aloes a sand road froms boneks ld., at the northwest corner of ower'a house.
916-126-1 3.02 miles mouth along V. S. ft. 17 from State "y. 305 in Seville, 0.04 mile west:
alosg a paved road free U. S. Hwy. 17, 20 feet north of the paved road.
S16-130-1 2.24, miles west along 9 Mile Point Rd. froe U. S. ft. 17, 3 miles south of Seville,
33 faet north of 9 Mile Point Rd. at an old sawmill Site.
916-132-1 4.03 miles vat along 9 Mile Point Rd. from U. S. Hwy. 17. 3 miles south of Seville.
400 fast south of 9 Mile Point Rd. and 250 feet est of Lake George,
917-102-1 0.10 mile south along Rieside Dr. from Granada Ave. irk Ormond Beach, 140 feet east
of the se" Sall of the Halifax River and SO fast west of Riverside DrI.
917-102-2 0.34 mile aouth aloes Atlantic Ave. from Granoda Ave. in Ormond Bach, wall at house
nuber 325 S. Atlantic Ave.
917-103-1 0.07 mile eorth along It. beach St. from Granada Ave. in Ormond Beaeh, 20 feet east of
N. beach St. is a park area.
917-10-2 0.69 mile eooth aIon John Anderson ft. from Cranoda A"e. in Ormond beach, 15 feet
cat of the by. at bos numbher 359 John Anderso R".
917-103-3 0.06 mile South along beach St. from Granada Ave. in Ormond beach, 20 feet east of
Batch St. at hanumbher 56 S. beach St.
97-13-4 66 fat earth of oner's osce at 137 Rosood Ave. in Ormnod beach. 917-103-5 1100 fast east of Beach St. under the Ormond bridge croasing the Halifax River at Ormend Beach.
917-104-I 0.62 mile earch along Orchard St. from bomoks. Rd. in Ormond beach, 40 feel northwest
of onr's hones.
917-104-2 400 feet mast of Sell 917-104-1. 911-106-1 0.73 mall sooth along a trail from the south end of the north-south runway at Take
Bearewocy Airport. 0.06 mile, east from the trail and 21 feet west of Towoa6 River. 917-129-1 1.69 mils South &Iong U. S. Buy. 17 from State heoy. 305 in Seville. 240 feet vast of
V. S. by. 17 And 130 feet west of the Atlantic Coast Line R.R.
917-t26-2 t.42 miles south alowa U. S. bwy. 17 from State bay. 305 in Saville, 190 feet eat of
byI. 17,. in- pomlhouse.
918-103-1 1.19 miles worth along Atlantic Ave. from Granada Ave. In Ormond Beech, at the south
aide of bouse haaar 605 Ocean Shore D~r.
918-103-2 0-66 mll* north along Atlantic Ave. from Greaoda Ave. in Ormond beach, 0.08 mile west
along a sand road from Atlantic Ave.,* 50 fat north of the sand road in a pumphouae. 919-103-1 1.66 silas north along .Iobw Anderson bay. from Grano"a Ave. in Ormnd Beach, 15 fast north of house moher 690 Joho Anderson bey.
918-101-2 1.02 miles north along John Anderson bwy. from Granada. Ave. In Ormond Beach, 20 feet South of honse member 565 Joob. Anderson by.
913-103-3 2 feet northwest of o-e's boost at umber 483 11. beach St. in Ormond Bach. 918-103-4 1.44 sils arta Aloa Batch St. from Granada Ave. in Ormand Beach, at north wall of onras house at 767 S- lBasch St.
918-103-5 1.52 miles north alon beach Srt. from Granada Ave. In Ormond Beach, 40 feet west of huse number US511- beach St.
918-103-6 1-26 mils* north along Beach St. iErm Granada Ave. In Ormond Beach. 30 feet weet of houac And 80 feet Seast of BachS St.
918-103-7 1.14 mieesnotch along Beach St. from Granoda Ave. in Ormond Beach. in the northwest corner of the carport on owerxa hons.
92




TAStE 1.-tontiued
Veil Na, location 018-105-1 0.14 ella north along U, S. Hwy. I from a bridge crossing Tomoka River, 90 feet east of
the east edge of U, S. Hwy. 1.
0i8-105-2 0,06 mit!e south along U. S. Hwy, I from-a bridge crossing Toanks Riser, 160 feet west of
V. A. Hwy, 1, at the west end of a poophouse.
918-5-3- 40 test south of Tomoks River and 70 feet wet of a bridge on 13. 5. He. 1, in the
center of a piasphouse.
918-105-4 0.14 mile north along U. S. Hwy. 1 from A bridge crossing Toanka River, 380 feet east
of U. S. Mwy. 1.
918-105-5 0.17 ails north slong U. S. Hwy, 1 from a bridge crossing famoka River, 460 fest eat
of V. S. Hwy. 1, 10 feet south of a pumphouss.
918-10-6 0.21 ela north along U. S. Hwy. I froms a bridge crossing Tastea River, 270 feet eat
along a driveway from U. S. Hay. 1, 13 feet south of ihe driveway.
918-106-1 0.94 oils nerib along U. S. Hwy. 1 from a bridge crossing 10.0k. River, 70 feet southwest of owner's house on the west side of U. S. Hwy. 1. 90-106-2 30 feet north of well 918-106-L. 918-106-3 0.46 mile north along U. S. Hw. 1 from a bridge crossing Tomke River. 70 fast met
of U. H. Hwy. 1, end 15 fest east of a sorvics station.
9tBL127-1 1.42 miles east slang Stat. Hwy. 305 from U. S. Hwy. 17 in Seville, 90 fat earth of
Stats Hwy. 305, in an open field.
916-128-1 1.22 miles east along Stats Hwy. 305 from U. S. Hwy. 17 is Seville, 80 feet north of
State Hwy. 305, in a pumphouss.
918-129-1 0.41 mile south along U. S. Hwy. 17 from Stale Hwy. 305 in Seville, 500 feet "at of
U. S. Hwy. 17, io en apes field.
918-132-1 5.71 miles west along a sand road from the intersection of 0. 5. Hw". 17 end State
Hwy. 303 in Seville, 240 fast sooth of the sand road aod 2 tnot met.
919-103-1 15 fEest north of house nmaber 1 Hibiscus Dr. in Ormond-by-the-Ses, 10 feet wfat of
I the east corner of the house.
919-103-2 40 feet northest ofa laboratory at the intersection of giver Dr. and John Anderson
Hwy. in Orond-by-the-Saa, at t. northwest corner of a punpbouse.
919-103-3 1.80 miles north along Atlantic Ave. from Grenoa Ave. in Ormond Beach. 35 fEat eat
of Atlantic Ave. at a motor court.
919-103-4 2.18 miles north along Atlantic Ave. from Grenada A"e, in Oxnms Beach, 40 feet seat
of Atlentic Ave. in a utility room of a nator court.
919-103-5 2 feet west of lbs northwest corner of a house at the northwest corner of the intersection of Peln Dr. end John Anderson Hwy. in Oceand-by-tbe-Saa.
919-103-6 10 feet sough of house number 62 Alamaoda Dr. in Orsosd-by-the-Sea, 2 feet west of a
pump shelter.
919-103-7 20 feet southwest of garage at house somber 40 Srooks Dr. In Orssd-hy-the-Sea. 919-103-S In ths corner of the garage at house somber 22 River Dr. io Osinod-hy-rh-Se. 919-103-9 2 feet north of the northeast corner of garage at house somber 64 giver Or- In
orucand-by-tho-See.
919-103-10 -1 foot east of the southeast comecr of house somber 47 Smoke Dr, On Omond-byr-the919-103-11 2 feet south of lbs southwest corner of house omber 56 Pole Dr. In a camnt Pshelter, to Oomod-by-tbe-Ssa.
919-103-12 300 fast west along Palm Dr. from Atlantic Ave. in Ormnd-by-tbe-Sea, 35 fat north
of Palo Or.
93




TAYlE 1.--Continued
Veil Eff Location M1910-13 4 feet east of -.1 M1-103-12. M1-103-14 I foot sooth of the southwest corner of the garage at house number 60 River Dr. In
orkoo-by-he-5Sa91!9-103-15 2 feet north of the ao~rheest corner of house umber 13 River Dr. In Ockoond-hy-the-Ses. 919-104-I 2.79 miles noth A1lma Dials ray. from Granoda Ave. in Ormond Beach, 0.09 mile east
aloog a drivway froko Dixie Hey. 90 feet north of the driveway.
919-101-2 2-23 miles nrth along John Anderson Hwy. from Granada Ave. in Ormond Beach, 25 feet
sear of John. Anderson Mey. and 3 feet east of a pumphouse.
919-106-3 3.14 elios north along Dixie Rey. from Graooda Ave. in Ormond Beach, 0.09 mile east
ziong a trail from Dial. Hecy., 3 feet west of the Halifaxm River.
919-105-I 1.25 miles south along Tookak River from the Diale B"y. bridge et Toomoka State Perk,
12 feet north of the north edge of Tanaoka River. 919-10-2 2100 feet northest of well 919-105-1, in a swamp. 919-105-3 160 feet east of well 919-105-2, In a awamp. 919-1431-1. t.43 allow south along U. S. Hwy. 1 from the Post Off ice At National Gardens, 0.19
ite -at Along a seed road from U. S. Hiky. 1, 300 feet east of the sand road at a
factory.
919-106-2 0.16 ella south Along U. S. Hey. I from the Post Off ine at national Gardens, 1.09 miles
east along a secondary road from U. S. Hey. 1, 0.30 mile south &long a trail from the
secondary road, 220 feet west of the trail at a Coquina pit.
919-106-3 1.16 als sooth along Vt. S. Hey. I fromk the Post office at National Gardens, 1B0 feet
east of V. S. Hey. 1.
919-103-I 0-1 l6e sooth along U. S. Hey. I from the Poet office 1;n National Gardms, 0.13 mile
-eat along a sand road from U. S. Hey. 1, 1400 feet north of the end of the sand road
in a pator.
919-107-2 0.10 alla sooth along U. S. Hey. 1 from the Post Office he National Gardens, 0.15 mile
sesr along a sand road from U. S. Hey. 1,1350 fast south of the end of the sand road 919-125-1 4-41 miles east Along State Hwy. 305 from U. S. Hey. 17 in Seville. 25 feet sooth of
State Hwy. 305 and 100 feet wrest of the tlagler-Volasia County Line.
920-404-1 4.15 m*ls@ north along John Anderson Hey. from Granada Ave. in Ormond Beach, 90 feet'
east of Jobn Anderson Way. and 30 feet Southeast of owner's house.
920-104-2 0.5 mile sooth along a fire break fro the Ronser's station at Tomehka state park, he
tbe center of the fire break.
920-105-I 300 foakE oorth of the soothessand of a bridge crossing Tonoke liver he Tomokat State
Perk. 4 fEat east of pompbonee.
920-105-2 40 feet northeast of the Park Rangeras house at Tocaka State Park, In the West end of
a pukehonee.
920-105-3 420 feet sooth of a bridge crossing Tomoke giver at Tooka State park, 40 fact east of Tom*&a lvr, 20 feet west of a pumphouse.
920-105-4 200 feekt sooth along a firs break from the Ranger's Station at Tanaka State Park. in the canter of Lb. fire brah.
920-105-5 300 feat sooth along a fire break from Ahe Banger's Station at Tanaoka State Pack, In the tkeeter of the fire break.
920-105-4 4 feet east of the center of the east side of the parking lot at the Yalcbt Basin I Tmka state lark.
920-105-7 0.25 mile sooth along a fire break fromk the Ranger's Station at TAntdc Otata Park, In, the center of the fire break.
94




TABUS l.-Continued
well Ho. Location 920-105-B 0. 12 mile south along a fire break f roe the Ranger's Station *t T-o. State Park. Isn
the center of tho fire brook.
920-105-9 500 feet north along a Lire break from tie Ranger' Station at T.a5 State Park, In
the center of the fire break.
920-105-10 400 feet north along a fire breakh feon the Ranger's Station at y ~State Pack, in
the east edge of the tire break.
920-105-11 150 feet north along a Lire break fron the Ranger's Station at Tmoa State park, in
the center of the Lire break.
920-105-12 900 feet earth along a Lire break from the Ranger's station at z~ state Pask, at
the east edge of the Lire breab.
920-105-13 170 feet south of a bridge crossing Touoca giver In Taksk State Park, 6 feet eat of
bookA liver.
920-106-1 0.16 nile sooth along U. S. Hwy. 1 fran the Past Office at Ntiia Carden, 1.24. miles
east along a secondary road from U. S. Hwy. 1. 40 lent north of the secondary oad, and
25 feet vest of a house.
920-106-2 0.16 nile sooth along U. S. Hey. I from the Peat OLfice at Natinal Gardes, 1.24 miles
east along a secondary road from II. B. Hwy. 1, 120 feet north of the secondary road,
in a Coquina pit.
920-106-3 600 feet north of wall 920-106-2, or a stack poe. 920-106-4 250 feet north of veil 920-106-3, in an open field. 920-107-1 60 feet northwest of the Post Office at Natinal Gardens. 110 feet wat of lx. S. They. 1.
920-M-1 ~ 1.4mlsnrhaong U. S. Boy. 1 fran the Post Office at Rational Gardens, 140 feet
vest of U. S. Hwy. I and 20 feet northwest of owner's houge.
920-108-2 0.49 nile north aloog U. S. Roy. I from the Peat Office at Nstional Cardes, 15 feet vest of U. S. Ivy. I and 15 feet vest of a shap.
920-A32-1 -2.41 niles vest along a paved road f ran the Intersection of U. S. Da. 17 and State Bay.
305 in Seville, 1.72 niles north along a sand coed from rtse Paved roa, 30 feet east of
the send road at a sawmill site.
921-104-1 5.38 niles north along John Anderson Hwy. fcom Cranoda. Ave, in Orod Beach, 230 feet east of John Anderson Hwy. at the sooth cod of a pmpheoae921-104-2 165 Est sooth of well 921-104-1. in the floor of a work shop. 921-104-3 4.62 mtles north along state Hwy. AlA frnm Granoda Ave. In Ormond Beach, 130 feet nest of State Hey. AlA at the southwest corner of a motel.
921-105-1 0.81 nile north along a send road from the Ranger's Station at Tnka State Park, 40 feet north of the end of the send rad at the sooth edge of a reflecting pool.
921-105-2 0.75 nile north slang a snd road from the Ranger's Station at Tmke State Pack, 70 feet northwest of a psrking area at the end of the sand road.
921-109-1 1.69 niles north along U. S. Hvy. 1 fran the Past office at National Gard-, 25 feet southwest of the edge of the concrete pavanat, of if. S. He. 1.
921-129-1 2.57 niles earth slang U. S. Hwy. 17 fran state ey. 305 in Seville, 300 feet east of U. S. Hwy. 17, is a pumphooso.
922-104-1 5.20 niles north along John Anderson Hwy. from Orsoode Ave. In Oraod beacs, 20 feet vest of John Anderson Hwy., 3 0 feet east of caner's houe.
923-1071j 0.88 nile sooth along Dixie Ivy. iron Nigh Bridge Ud. north of ronad Reach, 150 feet
east of Dixie Ivy.
973- 107-.l 0.30 nile south slong Dixie Hoy. iron High Bridge Rd. aorch of Oron Beach, 0.70 .ile
east along a trail from Dixie Hwy.,* 40 feet sooth of the trail In a stm& encloanre.
923-108-1 0.30 nile sooth slang Dixie Hwy. f ran High Bridge Rd. north of Oron Beach, 130 fact
seat of Dixie Iwy.,* 2 feet north of a poophonse.
95




TABLS i--Continoed
Well Sm. Loca tion 924-106-1 0.29 nile vst along High Bridge Rd. free state Hwy. AlA, 8.6 miles north of Ormond
Beach, 30 feet north oi High Bridge Rd. and 20 meet south of a house.
924-106-Z 0.51 mile west along High Bridge Rd. iron Stare Hwy. MIA, 8.6 mites north of Ormond
Beach. 8 feet south of Nigh Bridge Rd.
924-106-2 1.24 mesensot along High Bridge Rd. free Stare Hwy. AlA. 8.6 miles north of Oroned
Beach, I8 feet north of High Bridge Rd.
924-108-1 0.18 mile eat along High Bridge Rd. iron Dixie Hoy., 9.6 miles north of Ormond Beach,
135 feet north of Nigh Bridge Rd.
96




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mods:title ( FGS: Information circular 24 )
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Volusia County
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Volusia County
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PAGE 1

STATE OF FLORIDA STATE BOARD OF CONSERVATION Ernest Mitts, Director FLORIDA GEOLOGICAL SURVEY Robert O. Vernon, Director INFORMATION CIRCULAR NO. 24 RECORD OF WELLS IN VOLUSIA COUNTY, FLORIDA By Granville G. Wyrick, Geologist Prepared by U. S. Geological Survey in cooperation with the Florida Geological Survey and the cities of Daytona Beach, New Smyrna, and Port Orange Tallahassee, Florida 1961

PAGE 2

AGRICULTURAL MBRA4y

PAGE 3

CONTENTS Page Introduction............... ...................... 1 ILLUSTRATIONS Figure 1 Location of Volusia County .............. 3 2 Well-numbering system ................. 4 Plate 1 Location of wells....................... 5 Table 1 Record of wells in Volusia County ........ 6 iii 11

PAGE 5

RECORD OF WELLS IN VOLUSIA COUNTY, FLORIDA By Granville G. Wyrick INTRODUCTION A detailed study of the geology and ground-water resources of Volusia County, on the eastern coast of Florida (fig. 1), was made during the period 1953-57 by the U. S. Geological Survey in cooperation with the Florida Geological Survey and the cities of Daytona Beach, New Smyrna Beach, and Port Orange. The results of this study have been published by the Florida Geological Survey in the following reports: Information Circular No. 8, entitled "Interim Report on Ground-Water Resources of Northeastern Part of Volusia County, Florida, " by Granville G. Wyrickand Willard P. Leutze;, and Report of Investigations No. 22, entitled "Ground-Water Resources of Volusia County, Florida, " by Granville G. Wyrick. This report contains a table of well records that was compiled from data collected during that investigation. Positions on the earth's surface may be located by a system of coordinates known as parallels of latitude and meridians of longitude. The parallels of latitude circle the earth parallel to the equator and are numbered from the equator to the poles in degrees, minutes, and seconds, according to the angular distance between them and the equator. The meridians of longitude traverse the earth's surface north and south and are numbered east or west from the Greenwich, England, prime meridian in degrees, minutes and seconds. The well-numbering system used in this report is derived from latitude and longitude coordinates and is based on a statewide grid of 1-minute parallels of latitude and 1

PAGE 6

1-minute meridians of longitude. Each well number is a composite of three numbers separated by hyphens; the first number consists of the last digit of the degree and the two digits of the minutes that define the latitude 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 minutes that define the longitude onthe east side of the 1-minute quadrangle; and the third number gives the numericalorder in which the well was inventoried in that quadrangle (fig. 2). 2

PAGE 7

r --' -a T .a oa G E 0 R G I A ---4-LEON O BBERTY WA TAYLOR WANEE FRANKLIN LEVY MARION SPASCO r --'-0-. STRU .LK A I OL L IDIN RIVE MANATEEI HARDEE I PKEECTOBEE S-GHIA WDS Figure .Location of V a 3 o V ic--SCOLLIER BROWRD MONROE / r=I Y 751=1 MIles AporaP-I tSoel\ Figure 1. Location of Volusia County.

PAGE 8

SaM bN% 6UMg d A fSS1irh. ESalnd. p.r smaan -.,4 r -r_ G E OR IA S8iV -1-3 3 wa the a.rd or th 8131 mggritm of longiL\ | Figure 2. Well-numbering system. 4

PAGE 9

I -aL Sr1F +1r arr,~n -in i~J~ 17, H L__ TT IU.~d I at I I I I4 1 -s r d I I 1 1ý 1. it Z La~o E RC~-~-oU.S''J1 11 1 6 C~h~ L~* . 4-4. P 1. L c , Eells. ZkJS 11N, , --1 -1 5 55 B --61 t Irrrr a --------------E.RD tO NT Plt I octono wls

PAGE 10

Tabie I. *-rCO Of WILL IN YOLUIA COU1IW, PLA. UIII A, *lr condilLonlnai D, domlsetic In, induslrtal; Ir, LrrliacLan; N, nuns; 0, oblrvicun ?, public supply; 0, isock; T, *il uwll. i I a 1 gr ;iX oi L, SWle' lav l Chrids I 'co1ini in. Ii I I. g mint 840-058.1 Norrti Catcle Co. Layne-Atllotc Co. 195 100 ---4 Top, 4-inch 0.0 -... 3.50 5-23-56 *-.... ...... ported slty enupling ealse. 840-058-2 -...do-.., .M. Wion .. I 285 100 3 Top, 3-inch 2.0 17.18 2.65 -268-47 "**.... ..... N Wel abandoned bh riduca· 5.50 5-23-56 auus of salty waster, 843-101-1 B. 1. Whelter arshall Art 1946 360 -4 Top of elbow on .3 13.14 5.5 9-29-47 5,620 9-29-47 I di charge side .6 5-23-56 of pump 844-101-1 ----do -------Morgan Aldertmn --50 30 1 --------------."" ----..... .-. -... 3,380 9-29-47 N Do 644-101-2 .T. Zahn Marshall Aris 1945 330 275 3 Top, 3-inch casing .0 --.. 4 8-14-40 5,600 8-14-45 Ir 846-101-1 H. C. Whlechel Hovard Long --. 87 -2 Top, 2-Inch ailing .0 7 -2.26 4-18-56 9,200 4-18-56 N 047-051-1 W. L Cntret ...--.------.... -197 ... 4 Top, 4-inch elbow 1.8 9.37 4.7 5-12-47 950 5-12-47 Ir 847-100-1 Florida Halt Coast ................. ..-65 --4 top, 4-lnch casing 2.8 16 -5.08 4-18-56 20 4-18-56 % ZR. Co. 848-052-1 Kennth og ...-----.-----.. 936 450 --8 Top, oncrete base 2.8 --6.2 10-22-46 610 114-55 0 .77 114-35 -3.99 6-27-56

PAGE 11

Table 1.-Continued S Cas n measuring p int S Wate level Chlrde conent V -2 7 12-20-55 210 2 20-55 848-09-1 Vo n1 T , -h .9 96 4CCLue Reserve caine 84~8-107-1 .e-rm Brooks ....... .0 13 111 ........ .... .6 ........ 4,300 15 CA s, as 5 5 -e :5. 4-07-2 u Cruluck Ernest Ha 952 6 52 4,100 1-12-5 Sandpot a 48-107-3 W .Field .r952 19 152 Top, -nch ppe 1.0 .8.6 12 9-2 .D Do. 84-052-2 Kenneth o ..---------------.... ----.... 30 --6 Top, 6-inch tee 1.2 11 -1.32 111-55 340 118-55 Ir -2.17 12-20-55 210 12-20-55 848-042-3 ...-----------------------...... ... .... 120 -6 Top, 6-inch tc 1.0 ---. -. 10-4 ---4 -.......-.....Ir 84-059-1 Voluit County--................. .2 21 1. Top, It-enh .9 ----5.4 4-19-56 4 .4-19-56 N Gene Reserve casing 848-107-1 Herman Brooks ----------------.1940 138 1112 2 ----------------------16,-------------4,300 11-55 Ir 848-107-2 Hugh Cruluck Ernest Hamilton 19527 101 2 2-----------------h ---1. 4 -1 ------4,10 1-12-54 andpnt 848-107-3 G. F. ield -----------------1952 19 1 2 Top, I-inch ipe 1.0 --8.651 129-52 ------------D Do. S8458-07-4 Hugh Cruluck h --.-----.-------. 239 1 17 2 Top, 2-inch casing 2.0--6.55 129-2 --------------D. 848-111-1 t. R. Beck --------------------..-.... ---4 Top, 2-.ich .3 8 1 1.5 1-12-3 6901-12-55 D reducer 849-052-1 0. E. Stacy ------------------------------------------------. ........ -------810 105-55 It 849-052-2 --d--------------------------o----L --1 t Te, 2-inch tee 1.0 ----3.88 10-18-55 660 10-18-55 Ir 849-111-1 8. R. Beck ..--------.... ..---...-----2 Top, 2-inch velve 1.5 --3.47 1-12-55 840 1-12-55 0 850-104-1 E. Hirt E. Hirt, Jr. 1924 190 --3 Top. 3-inch plug 1.7 23 .1 12-28-55 170 12-28-55 D 850-104-2 --------------------------------------16 --4 Top, 4.-inch casing .0 ----3.5 5-24-56 -------------840-106-1 ----------------------------------.......... .... 27 ---Top, bse t .8 --4,5 5-24-56 ....... .. --N pitcher pump 850-109-1 Florida State Ernmest Hailcon 1947 101 92 2 Top, 2-inch casing 1.7 48 -19.7 114-53 20 114-53 In Roed Dept. -o20.1 11-30-53 850-109-2 0. A. Tyler ----d---------1952 85 74 2 Top, 2-inch casing 1.0 ----11.93 129-52 10 129-42 D 850-118-1 C. A. lietthews ----d----------1945 160 120 2 Top, 2-inch casing 2.7 ---1.41 10-25-54 320 10-25-54 D 850-118-2 ---------------------------------....--...--.. ---2 Top, 2-nch csing 1.3 2 18.5 10-25-54 380 10-25-54 N

PAGE 12

A A F iAUjZ' I 50-118-3 Florida Power & .................. .... ... .. 2 Top. 2-... h in..... 0. .... 1 .9.5 103480 LO 3-S Light Co. 450-18-4 ...do ........... ............................ ................. .... 21 .... ........ 810 103-55 8 850-118-13 .W, 0 1 ). .-...1........ 1951 146 ... 3 Top of flange on 2.6 .... 2.15 27-54 410 27-.56 3-inch valve 850-118-6 Olds & Williams --...-........ ..... ... .. 3 Top of iee on .2.2 .... 3.55 27-56 440 27-5 0 inch casalng 850-118-37 lli. 4lt 3o.v .................. .... ·................. .... .... ... ........ 450 27-56 N 850-118Wilson ......................... .............. 2.................... ..... .............. 430 27-56 D 850-118-9 T. 3. Lynch Gnme Bru.r 1932 1 6 ... 2 Top, 2.inch valve 2.3 18.3 3.0 8-17-50 420 27-36 D 2.1 27-38 830-118-10 O. A. Bruce N. Stafford .... ... ... 2 Top, 2-nch dis2 2 --.. .7 2-13-56 710 2-13-56 D charge pipe 850-118-11 C. atthev Ryn & Mays 1955 132 120 2 Top of elbow on .4 .---.. 4.14 2-14-56 320 2-14-356 0 casing 850-118-1 E. W. Willis Fletcher 1908 150 --2 Top, 2-Inch 1.3 ---2.8 2-14-36 310 2-14-5 D Coupling on easing 850-118-1 W. .Nawkins A. D. Roseor 1940 162 -.3 Top, 2-inch elbow 2.7 --I. 2.55 2-14-56 290 2-L4-56 D on casing 850-118-14 r. McKienney. --------------------2 Top, 2-nch valve 1.2 ---3.37 2-14-56 320 2-14-58 D 850-118-1 Florida Power & -------------1908 ..-. .. 2 Top, 2-Ianch valve 1 ....---2.1 2-14-56 290 2-14-56 D Light Co. 850-118-1 H. Outhel A. D. Rostler 1937 130 121 2 ----------------.... ----------.--460 2-14-36 D 850-11-17 J. C. 1-ll ---------------------------2 Top, reducer on 1.4 .... 1.76 2-13-56 430 2-13-56 D casing 850-1181 .............. 1 ...... --------------2 ................-.... -.... ............ 430 2-13-56 D

PAGE 13

Table 1. --Continued casi ng masuring point =o InsI 8s2ta I. 1. 2 6 ari; -nt ______ _ I a3 g a g s a sa «_£ 850-118-19 C. Johnosn ....... .-... -..165 --2 Top, reducer on 2.2 -0.61 2-13-M 460 2-13-56, eaing 850-118-2 F. Stwartv Elnal Hamilton 1943 145 --2 Top, 2-inch elbow 1.9 --1.6 2-13-56 450 2-13-56 0 850-118-21 T. .Stewart .................. ..... IO --2 Top, 2-inch valve 1.7 -... .70 2-13-$6 460 2-13-56 D 850-118-22 J. Bron Ernet Hamilcon 1937 135 --2 Top 2-inch elbow 2.8 .-.02 2-13-56 450 2.13-56 0 850-118-23 R. Bruce L. H. Decron 1955 160 --2 Top, elbow on 1.1 --.91 2-14-56 440 2-14-56 2 casing 850-116-2 8. A. Bruce N. Stafford 1922 168 -2 Top, tee on rasing .85 .-.95 2-14-56 480 2-14-56 0 850-118-21 E. Cox Ernest Hamilton 1955 141 -2 Land surface .0 .--8.31 2-14-56 370 2-14-56 D 850-119-1 J. C. Steverson .. .-----. -----2 ---------------------420 2-20-56 D 850-119-2 arwivck Ernest Hamilton 1955 146 -*2 Top, 2-inch valve 1.2 --t.42 2-20-36 470 2-20-56 D 850-119-3 ----. do-------...........-...........-.---2 -------------.... ....---.... ........450 2-20-56 8 851-050-1 Hurray Fruit Co. 8. R. Wilson 1951 104 --2 Top, 2-Lnch casing .7 11 -2.4 112-53 1,150 112-53 N -8.12 6-27-56 851-050-2 ---..-do-.. .----------------.. -.. ----3 Top, discharge 1.8 ---.67 11-15-55 1,630 11-15-55 It pi pe 851-051-1 Putmn Groves .---.-------...... .... 90 --4 Top, elbow on .0 ---6.1 113-55 2,250 113-55 Ir casing 851-051-2 ..d----d------------------. .... 77 --3 Top, casing .----6.8 114-55 1,020 14-55 Ir 3.0' belou Land surface 851-051-3 Z. C. Renhav ..--.......----... ---. ----4 Top, 4-inch elbow 1.3 ---2.78 11-17-55 970 11-17-55 Ir on casing 851-051-4 -----do----...... ................. .. ... ... 4 Top, bias around .0 ---4.35 11-17-55 1,410 ........ -I well casing II

PAGE 14

C fiitiy -HWWIA p,.in. j i_ ?u Iiin i _d an J , 851-051-3 0ak Hill Citrul 6. Wllson 1931 141 *-4 Top, 2-tnch Ela 0.0 14 1,2 0-16-34 1,200 8-1-34 I Grove Ain., 51-052-1 Wright ................. .... ...... 111 Top, 1 *inch pipe 1.5 .... 5,8 11 2-55 1,130 11. 2.1N 0i1.052-2 J. Banks .............-.. .... 120 ... 2 Top of valve 1,2 .... 2.89 112-S5 440 I2-55 0 851-109-1 U.S..D. "................ 1930 110 82 6 Top, 6-inch easInl 2.05 47,8 ...-.......... .. .... ..... I Well plugged 851-113.1 Stone iiland ................. .... ... .. L Top of casing 1.5 .............. ..... ........ . Rotates 51-113-2 J. aranham ................. 1955 5 --2 Top. 2-ntch caing .40 ---.40 5-22-56 .. ....... . 851-113-3 -............... ................. ..... ( --i .................. ....... .. .... ........ .270 5-22-56 81-113-4 ....-...... .........---------........-.... -op, ptcher pump 3. --15 5-22-56 .... ........ 851-113-5 .------. -........ --............ ... ...7 -. 1 Top, piccher pump 3.1 ... -12.5 5-22-56 ..... ....... Well abandonud 831-113-6 M. Pield Ernet HlamLlton ... ... ... -2 .................. .... .-... -...... ........ 30 5-22-56 D 851-113-7 Flowers --.....--........ .... 67 .-2 Top, discharg 2.3 ----11 5-22-56 30 $-22-56 D spout on pitcher pump 851-113-8 A. Poole ...-..-..--.... 1944 71 --2 Top, 2-Lnch 2.7 --.. -8.4 5-22-56 170 5-22-56 D reducer 651-114-1 Dr. Glae .--......--------........ 3 Top, concrte .9 13 --.. ...... ..... ........ basin around well 851-114-2 -....--..-----.......-------------... 4 -2 Top, east corner .3 ...3.44 1-18-55 60 1-19-55 N of concrete 3.1 9-30-55 70 9-30-55 basin around well 851-114-3 J. T. Knight .-.............................2 .......------.. ...... ... ......I --,060 5-22-56 851-115-1 Fla. Hethodist --.............. .... .-... -3 ................. .... .... .... -........ ..... ......... Children's Home

PAGE 15

WO -..6 e 1sys* t .ChloTtde conteo t SI n s |li I e li, l, ti , _____ __ i I'JF ?LiI i 81i-118-1 H. W. lirvish A. D. Rolier 1955 107 o80 Top, 2-inch clstag 0.6 23 *-.3! 1-18-55 410 1-18-5 0 851-118-2 J. D. Hodges J,. , Hodges 1947 170 .2 Top, elbow 1.8 .... 2,7 26-56 430 28-It D 851-118-3 C. 1. Stegner E, Hamiltn 1950 148 --2 Top, elbow on 215 ..... 2.45 28-56 --------0D inch castlg 851-118-4 J. Gardner J. D. Hodges 1949 110 -2 Top, tee on easing .1. 1,6 28-56 ---------D, 851-118.......... ................. --------.-.. Top, tea on csing 1.6 .... .83 28-56 460 28-56 3 851-118-6 Thuron ................--....... .. 2 ..--------------.. -....------. ...----410 28-56 D 851 1-118-7 R. iMlkas ..-. 2 ................. .... ..--2 ----------------------. ------..... 470 28-56 D 851-118-8 Howlet Fletcher 1947 203 105 2 Top, elbo on 1.4 ----1.05 28-56 440 28-56 Is casing 851-18-9 -.-----------. ............... ..---------.2 Top, tee on casing 1.8 ---.97 2-18-36 500 2-18-56 D 851-118-1 J. D. Hodges W. Stafford 1927 170 -2 ----------------.....--.-. ---.... ..-.440 28-56 D 851-118-11 --------.... .....-------.. .. .. ... ---140 -4 Top, tee on easing 1.2 22 .85 2-13-56 450 2-13-56 D 851-118-12 H. T. Brown C. J. Jones 1936 --2 Top, discharge .4 ..-.11 2-12-56 470 2-2-56 D pipe 851-120-1 --....---......-. .................. .... ... .... .................... ..... ..... ...---..1,280 21-56 851-120-2 Sucach ................. .... ... .. 2 ......------........--------------..... ....--------890 21-56 851-120-3 J. McAllister -....--.....--.. ....... ... 2 Top, tee on casing 3.0 ---5.3 21-56 1,030 21-56 0,5 851-120-4 P. V. Proctor A. C. Jones 1946 135 -2 Top, elbo on 3.1 ---4.85 21-56 570 21-56 S casing 852-050-1 G. .Lopes ................. 1935 116 -2 -----------------------------11 111-55 D 852-050-2 H. D. Lople Wright Bros. 1941 116 -2 .-----.--.----------------1,780 111-55 H 812-050-3 Jutman Grov.es --------1943 78 -I3 Top. 3-inch cing .0 --..06.3 113-55 1.460 113-53 I

PAGE 16

1 i I i 7 i i 1In W ate I lvC.1 loie cote 552-052-1 V Dobbn .... ......... 1916 10 ... Top rducer on 1.0 .... 125 11-1555 350 11-15-55 Ir elbow 852-115.1 H. Sarver Al D, Roster 1955 130 118 2 Top, 2-inh amling .0 ... 11 1-17-55 10 1-18-55 D 852-115.2 Fa. Mehodst .................. ...---4 Top, cllin .5 .*-. 5,76 9-30-35 70 9-30-55 N Children's Home 852-115-3 do... .2 ................--................... 80 9-30-55 N 852-116-1 D. A. Txter .................. .. ... ... 2 Top, tle on casing ,5 .--4,87 2-20-56 170 2-20-56 D 852-116-2 V. H. Taylor Hodges 1949 145 -2 ............... .... --........--........ 110 2-20.56 D 852-116-3 B. LeRoy F. F. French 1953 .. .. 2 ................ .... .... .............. ----........ 852-116-4 R. Fayl HodgBe 1954 146 -. 2 .......... .. .. -.... ..............130 2-20-56 D 852-116-5 F. Kew .............1953 ...-2 -.............--... ...------------..---D 852-116-6 J. L. Alvarez F, F. FPrnch 1951 16 -'. 2 Meauring point 1i .0 --.. 6.17 2-22-56 140 2-22-56 D land surface at the well 852-117-1 V. Gurucharri ...--.........---1950 10! -3 -------------------60 -19-55 D 2,150 5-22-56 852-117-2 C. Orandat F. F. French 1955 -...2 ............. -----------------10 5322-56 D Hiah iron content reporced 852-117-3 n ...............------.. .. 2 ................ .... .... -.... ---......-10 5-2256 D Do. 8 12-117-4 Rusl .-----........-..---. -.. .2 .....-............----------.-. -10 5-22-56 D Do. 852-121-1 -------------... ..... ...Top, cement slab .7 --. 6.5 1-31-56 1,700 1-31-56 N over well 83-051-1 R. J. Huky J. iller 1953 8 --............... ... .... ........--...... -------410 10-26-55

PAGE 17

'Ij C o B meassuring 0, & S a Wat level Chlorids content i i -, ii |I Mo ___ __ 853-051-2 A. Ibert ................ -143 --2 op, 2-Inch casing 0.0 ---0.00 10-26-55 --.It 853-053-1 P. Bid .....-.....-1908 .2 .Top, cement block 1.2 -" 3.35 11-17-55 490 11-17-55 It around well 853-053-2 Brown & Copeland ----1938 225 115 4 Top, concrete bass 1.2 ... 3.85 11-17-55 550 11-17-55 Ir Co. around well casing 85053-0-3 ---d---------------------1938 175 ---4 Top, 4-inch tet on 2.5 ---1.67 11-17-55 430 11-17-55 Zr casing 053-054-1 H. Suedley .-............. ..-.. 162 ... 4 ange, top 4-inch 2.4 --1.00 125-55 210 125-55 r valve S853-117-1 Plantation Estates F. F. French 1955 125 65 2 Top, 2-inch casing .4 -31.15 1-19-55 10 1-19-55 D 853-118-1 Miller ..--do.-..-..... 1955 135 80 2 Top, 2-inch casing .5 --41.95 1-18-55 --------D 853-120-1 B. Good -----.....------. ------2 Top, 2-inch elbow 1.2 --. 8.8 9-29-55 2,100 9-29-55 H 854-049-1 F. Dickinson F. Dickinson 1935 88 l -------------------------. ..-------1,870 10-25-55 D 854-049-2 M. Proctor F. Dickinson 1928 8 8 ---....---....---. ---.-------------. 340 10-25-55 D 54-049-3 J. Walsh J. Walsh 1938 8 8 1 Top, pump base 2.7 -.--6.55 10-25-55 ---.. -....... -654-049-4 .--do----------..do --------1940 10 10 l ....-do-.......... 2.6 ..-------.-----.1,710 10-25-55 D 854-051-1 a. f. Burch --..-----------. .-----..-14 Top of sing 3.5 ..5.5 10-18-55 700 10-25-55 N 854-051-2 W. F. Jeffords HcClean 1955 120 --2 ...--.--.. ----... .. ----.----..--.. --.-. --. ------.. D 854-053-1 1. Clinton ..-----..----... ..--... -2 Top, 2-inch valve .3 .-1.4 10-11-55 300 10-11-55 N 854-053-2 Brown 6 Copeland .-----... --.1938 280 215 4 Top, 4-inch elbow 3.5 --1.95 11-17-55 350 11-17-53 Zr Co. on csing 54-054-1 A. I. vey ....----.-----1954 106 -3 Top, 3-tch elbow 1.4 ---2.9 127-55 80 127-55 It on Casli

PAGE 18

W *cr Lval Chlorids cnnent pT I g S I -^ ___ j S i I I a I 34-055-1 H. L. Hohton ............... 140 150 ... 4 top, 4-inch valve 2.2 .... 2,14 10-16-55 10 10-18.55 Ir on crling 54-035-2 0. leak ..................... ... ... 3 ................ ....... --....... ............. . 654-055-3 ...do .......... ............. .... .... ... 4 (op, 4.Lnch elbow .3 ..-3.2 127-55 SO 127-55 Ir on coming 854-055-4 ...do.......... ................ .... ... -4 ....do........... 1,7 L17-5. 90 17-35 Ir 854-055... ..do ............ ....---.... .90 ... 3 Top, cement pimp .7 8 1.3 125-55 70 12I-55 l r bass 54-103-1 V. E. Kirchuff A. D. Rosier 1956 250 105 6 Coupling on top .7 36 -12.57 4-16-56 40 4-18-56 Ir of soling 854-103-2 ....do.......... 11. C. Long 195 150 100 4 Tee on top of 1.2 -14.00 4S-56 30 4-18-56 Ir casing 854-117-1 Fla. oest Srv --------125---------------. 125 ------...--.--.--30 4-29-57 D 855-0I5-1 R. Jons ..........-....... .......... 6 Top. 6-*ob t clingl .4 3 5.74 10-24-55 620 10-24-51 D 855-051-2 ..--do..-... ---........... ... .. .. -2 op, 2-bUoh double .9 ..6.03 10-25-55 610 10-25-55 D to* 855-051-3 -d--do --......... ....-...-....... -.... .-2 top, 2-inch Cel on 3.0 .--3.90 10-25-55 620 10-25-55 0 casing 855-053-1 .in. inton ............... 192 -2 -----------------1.6 -..1 7 10-11-55 130 10-11-55 I B55-053-2 ------------.. -,-.......... ---.-.. ------..----------........ 25 0-17-55 855-055-1 J. McClellan .......-----.-----. --10 --4 Top, elbow on 1.8 ---2.2 125-55 130 125-3.5 Z casing 855-117-1 W. M. Pooser ----..... .-..-. 97 -3 Top, pip base 1.9 75 -59.6 114.-3 20 11. 4-53 H 56-049F .Robenon Daytona Pump Co. 1955 131 120 2 Top, 2-tlnob duoor .4 .--. 3.54 10-26-55 5,600 10-26-55 8 on assias 86-0D49-2 -. o.......... F. Roberson 1955 8 48 ...------. ---. ----.----3.210 10-26-55 D

PAGE 19

a -KHeasurint. p lnt -. Water level Chlorid content | I I i 856-052-1 S. 1. Clinton ..--------..1915 90 -2 Top, 1%t-nch elbow 2.1 --3.21 10-24-35 1,050 10-24-55 X on casing 856-052-2 Htlbach S. L. Wilson 1951 115 -.3 Top, reducer on 31.0 .-5.11 10-24-55 1,050 10-24-55 D inch casing 856-052-3 Godfrey Fish Camp --------------2 Top, 1-inch elbow 1.1 ---3.42 10-24-35 520 10-24-55 D 856-052-4 A. 0. Itch -...-........... 1950 145 -.3 Top, casing .0 -.. 2.4 128-55 460 128-55 D 856-052-5 --do-------. ---------------1950 133 -6 Top, 4-inch elbow .9 --*. 4.75 128-55 450 128-55 8 856-056-1 C. Eweles ------------..--. -.---... 1 Top, 1-inch dis.0 ---2.8 10-14-55 60 10-14-55 IZ charge pipe 856-117-1 Orange City Mineral -------------------189 --10 Top, pump pit .0 37 -21.5 127-53 ----------In 1 Spring8 Co. 857-050-1 Bethune Beach Motel --------------1955 100 --2 .----------. ----...----. ---.. -----. 18,200 10-28-55 P 3 wells in manifol 857-050-2 Bathune Beach L. Wallace 1955 15 15 14 ------------------.---------------. 12,400 10-25-55 P Amuseient Park 857-050-3 ................. --................. -17 17 14 Top, It.inchasoing 2.8 --3.99 10-28-55 -..... ........ N 857-05-1 G. .Beck ...-----------.--120 --2 Top, casing .0 -5.05 125-55 60 125-55 Ir 857-056-2 -----do --. -------------------185 .-3 Top, 3-inch oee on .5 7 4.55 125-55 60 125-55 It casing 857-056-3 -----do--------------------------2 Top, 2-inch tee 1.2 --3.65 125-55 60 125-55 Ir 857-056-4 ----do---------------------------6 Top, 6-inch tce 1.4 ---3.0 125-55 60 125-55 Ir 857-105-1 State Road Dept. U. S. Engineers 1935 121 113 6 Top, 6-inch caing .0 35.9 -8.07 108-50 -----858-054-1 J. H. Monahan West & McGinnis 1955 330 0 11 Top, l.-inchm a ing *.0 ---4.0 11-55 200 11-18-55 D 858-113-1 Town of Lake Helen Grey Artesian Well 1924 480 90 10 Land surface at .0 56 ------. ---... .10 11-21-50 P Co, well

PAGE 20

aJblel I Cqflnilnnjsl Sfna Ha surlnr -nint _ \ t u Wa t e vea1 Chlorld c onten. t 858-113.2 H. West Layne-Aclancic 1943 409 105 10 Land surface at 0,0 -.... -1943 ............. r well 858-120-1 T. Bechum H, L. Deaion 1955 135 -.. 2 Top, elbow 1.8 .... 6.0 1-16-56 820 1-15-56 D 858-120-2 C. W. McCorn ck ................ .... 160 ... 2 Top, tee 6,0 ... .30 1-16-56 810 1-L6-56 8 859-054-1 City of Edgewater ................ .......... .. Top, discharge 2.9 6 2.45 129-54 280 129-54 N pipe 1,3 128-55 27C 128-55 -.44 6-27-56 839-054-2 L. Horse L. Dandervoid ..... ... ... -Top, I-inch elbow 2.8 .... L.35 129-34 290 129-54 N P859-054-3 H. P. Wilkinson ...do .......... 1910 120 108 2 Top, 2-inch tee 2.5 --** ,05 129-54 390 129-54 M 859-054-4 B. Smithh ----do--------1910 187 113 3 Top, 3-inch tee 1.4 --.27 129-54 380 129-54 859-054-5 A, L. Roberts Thompaon 1947 360 -4 Top, 4-inch .45 *-.. -2.68 129-54 210 129-54 D coupling 859-054-6 L. A. Mllanich .----.-----.1900o --Top, concrete base 2.1 13.20C .--. ---.... ..............-wner reports well flows interInittently 859-054-7 Indian River Ga ----------------3 Top, 3-inch elbow .7 .--1.27 12-27-54 8 12-27-54 Co. 859-054-8 W. ikes ................ 192 94 --3 Top, 3-*nch .5 9 3.01 12-28-54 9( 12-28-54 reducer 1.29 12-14-55 9( 12-14-55 859-054-9 N. Brown Daytona Pump Co. 1955 150 110 2 Top, 2-inch casing .0 12.05 -.84 11-10-55 260 11-10-55 D 859-055-1 City of Edgivater A. D. Rosier 1957 231 89 2 Top, 2-inch oceing 1.0 11 .82 11-21-57 6 11-21-57 Well cuttings available 859-055-2 --. do.---------....do.........1957 177 89 2 Top, 2-inch cesing 1.0 -.. 1.10 11-25-57 6 11-25-57 r Do, 1.04 11-27-57 6 11-27-57 859-055-3 -...do-......... .... do.......... 1957 181 88 2 Top, 2-inch casing 1.0 ......---..-....... 6C 124-57 T Do. 859-055-4 ....do--......-. ...do......... 1957 177 88 8 Top, 8-inch casing 1.0 .... ............... 6 126-57 Do.

PAGE 21

Table 1. --Continued V Cas ni Measurine Oant S, WateI r1val Chlorids content I _ I _I i i p iil f !s L t i 859-056-1 Harper --.............. ... 99 --2 Top, coupling on 1.5 ---4,25 12-28-54 7 12-28-54 Ir 2-inch casing 859-056-2 E. E. Shepard 8. Wilson 1949 110 90 2 Top, 2-inch .5 8 5,15 12-28-54 70 12-28-54 D reducing elbow 859-057-1 City of New Smyrna ................. .... ... ...6 -..---------...... .. ... ...... ........ ...... .... Beach 859-057-2 ....do ....... ................ .... .... 6 -----------..................................... . 859-057-3 ----dor ----.. ................. ........ 8 ................ .... ..... .............. 50 6-22-55 p -859-057-4 ---do...... ................ .... ... .. 4 ................ ......... .... ........ .... 859-057-5 ----do------....... Layne-Atlntic Co. 1925 190 78 6 Top, 6-inch casing .0 18.20 ......--.......---------. . 859-057-6 --do--------.-............... ....... .-6 Top, 6-inch casing .5 -----19.19 62-53 62-55 P 859-057-7 ---d------.... ................ ....-... .--6 Top, 6-inch casing .85 ..---12,71 62-55 --. .-------859-057-8 ---do-----................. ....... ........ .................................... 859-117-1 Chimney Corner A. C. Jones 1954 185 63 3 Land surface .0 51.78 ------------10 1-18-55 P Well cuttng Restaurant available 859-117-2 Deland Country Clut Central Fla. Well 1956 340 107 10 Land surface .0 73 -65.67 4-23-57 710 4-23-57 Ir Drillers, Inc. 859-117-3 --..do--....... ----do-------1956 165 105 6 ..--..------..............-----..--------------... 4-23-57 r 859-120-1 C. N. Clifton T. C. Yelvinoton ---100 96 2 Top, tee on die1.3 --.21 9-27-55 1,32 9-27-55 S charge pipe 859-120-2 T. Plowers S. Hamilton ---182 -4 Top, tee on casing .2 --2.9 9-28-55 -------.-----859-120-3 ---do..........-------do-----.. ----186 -6 ---......... -----------............------.. 1,20 9-28-55 859-120-4 Lake Bereeford ................. 1945 -4 -------.... .. ..... ........ 1,200 9-27-55 Yacht Club

PAGE 22

Table I C. -Cnuine4d_____ _ _ _ _ _ _ 111 1 !R HasLur nI nL _ _ _ A H W t a a Chlorid3 c nto t 859-120-5 W, Dlden ................. .... 231 ... 4 ................ .... ... .*........ ...... ........ r 859-120-6 -.-do .......... ................. .... 148 ...2 Top, 2.-nch tee 1.6 .... 6.5 1-1156 1,210 L-11.56 859-20-1 Lowery ................. 1950 ... ... 4 Top, 4-inch t« .6 --.. 8.7 1-16-56 1,220 1-16-56 D 859-120-8 0, Hendery ................. 1900 -.... 3 ................ .... ..... ... ........ 1,050 1-16-56 0 859-120-9 .. .......d .... -................ 1900 ...... 2 ................ .... .... ..... ........ 970 1-1656 859-120-1 0. Atwood .......... .. 1950 130 --2 Top, te .6 ..-1. 1.5 1-16-3 810 1-16-56 859-120-11 ................ ......... .... .... ... .... 3 Top, 3-inch tea 1.2 .--. 2.8 1-16-56 920 1-16-56 S859-120-12 P. Watts L, H. Dealon 1955 116 -* 2 .-......... ... .... .... ..... ........ 860 1-24-56 859-120-13 N. Johnson .Hamilton 1953 140 .. 2 ---............. .... .... ..... ........ -800 1-24-56 859-120-14 R. Witc T. .Yelvington 1955 116 -.. 2 ...................... .. .. .... ..... ........ 800 1-24-56 859-120-15 R. T. Stevens ..................... ... ... 2 ................ -.... .... ..... -........ 760 1-24-56 859-120-16 R. Frieson .Hamilton .......-...--2 -................ .... .... ..... ........ 780 1-24-56 859-120-17 P. Wates L. H. Deson 1955 148 --. 2 Top, 2-inch elbow .9 6.5 1-24-56 1,190 1-24-56 ) 859-120-1 ................ ................. .... 115 ... 2 Top, -2.ncbhnducer .0 --. .32 1-26-56 1,140 1-26-56 3 on casing 859-121-1 F. Kieker ...-.... ..-....--.... ... ... 2 Top, concrete well ,3 .--. 5.85 1-25-56 870 1-25-56 N base 859-121-2 0. Strong ...............---..---. -... 2 Top, 2-inch tee on 1.5 .... 5.5 1-25-56 1,500 1-25-56 > ascing 859-121-3 B. A. Campbeli .......-....--....140 -...4 ................ .... .... .... ....... 960 1-25-56 859-121-4 8. Hatch ----............. -----... 2 Top, 2-inch elbow .8 ---5.95 1-25-56 1,350 1-25-56 I on casing 859-121-5 F. Studenmire ------2 ............... ... -...... ....... ...1 ...........

PAGE 23

Table 1.--Continued2 I ra n M aSur t n n a e * _ i n I p b gris a g gi g I a )59-121-6 J. Solaierer ................ ...--. -... 3 Top, 3.inah casing 1.2 17 -1.39 1-16-56 -... -.. ..... N -3,42 5-10-57 159-121-7 ....do.-......................... ...208 ... 2 Top, coaing 1.0 .... -1.3 1-16-56 1,220 1-16-56 1 59-121-8 ---.do.. ...-... ................ .... .. ... 4 ............... .... .... ..... ....... ...... ....... N 59-121-9 .--.do.--....... -............... ....105 ... 6 Top, Casing .26 21 -4,1 1-20-56 ...... ....... N -4.68 5-10-57 159-121-10 0. B. Avery L. H. Deason 1955 130 ... 2 Top, elbow 1.2 .... 3.67 15-56 1,700 15-56 D 59-121-11 L. D. Hunt .d........... 955 115 ... 2 .............. .... .... ..... ....... ...... ....... D S59-121-12 J. Bchaerer ..do.......... L955 108 ... 2 Top, elbow on .9 ..... .95 1-11-56 1,260 1-11-56 D Scaing 59-121-13 .....-.......... ..--do........... L955 110 ... 2 ................ .... .... ..... ....... 1,240 1-11-56 D 159121-14 0. C. MHCamis ...do......... L955 110 ... 2 ................ ................................. 59-121-15 J. Schmerer ...do........... 955 110 ... 2 ................ .... .... ..... ....... ...... ....... D 900-054-1 I. P. Allison Daytona Pump Co. 953 123 93 2 ................ .... .... ..... ....... 170 12-30-54 Ir 900-054-2 H. A. Adams J. M. MHll1r 954 143 100 2 Top, reducer on .0 .... * .5 15-55 80 15-53 D 900-055-1 K. W. Muson K, W. NHuson 948 135 90 2 Top, tao on casing 1.2 .--. 1.6 14.55 270 14-55 N 900-055-2 .... do .------.. ---do....-----. .953 135 90 2 Top, 2-inch cee 1.1 .... 2.34 14-55 160 14-33 Ir 900-055-3 -. do ....----.... --do.....---.950 135 90 2 Top, 2-inch toee .4 .... 3.03 14-55 220 14-55 Ir 00-055-4 Dodeon ....-do--.---.947 135 90 2 Top, 1-Inch elbo 2.6 ..--.. 1.15 14-55 280 14-55 N 00-055-5 0. E. Dixon ...--......---.. .----.. --. -. 2 Top, .aging .5 .--. 3.2 16-55 1,300 16-55 8 Wall partially plugged 00-056-1 J, L Sorrel ---------...... .900 103 .-2 Top, I-inch pipe .6 ---2.63 12-28-54 200 12-28-54 N 00-056-2 ..B. Jones C. Lute L954 125 82 2 Top, 2-inch ealing 2.0 7.82 2.81 12-30-54 70 12-30-54 D

PAGE 24

W el 1. r-Cdeoin.d M eauring t °"--.il.a content S1f ? B ! I I ih "i ii 8 | O 0 900-056-3 .. .......... ................. .... ... ... 4 Top, 4-lnah elbow 1,7 ...-. .64 13.55 60 13-55 N 900-056-4 P. Bmith ................ .... 187 .." 4 Top, 4-inch tee 1.9 .... 1.6 13-55 310 13-5 B 900-056-5 Ashley .......-.... ..... ... ... 3 Top, 3-inch claing .5 .... 3.20 13-55 1,310 13-55 N 900-056-6 Shadl .................... 91 --. 21 Top, tee 1.3 .... .37 16-55 130 16-55 S 900.057.1 C, Wilson *-............ ..... ...... 2 Top, casing ,0 .... .81 9-24-54 ....... ........ N 900-057-2 ....do ........................ L910 *. ... 2 Top, elbow 14 .... 1,48 9-24-54 120 9-24-54 N 900-057-3 E. 2. Rogers J. Hiller 1954 135 100 2 1..0.......... .... .... ...... ........ 20 106-54 D N 0900-057-4 .H. Bwoope A. D. Roster 1951 130 100 2 Notch out in post 2.65 .... .53 10 6-54 50 106-54 8 which supports a discharge pips 900-057-5 M. T. Walker J. Mller 1954 110 84 2 Top, 1-inch .9 .... 4,55 106-54 7 106-54 D .ued., 900-057-6 A. N. Honrse C. Lutl 1954 135 84 2 Top, tee on cesing 2.4 .... 3.90 12-28-54 8 12-28-54 D 900-102-1 R. Flindall A. D. Rosier 1953 125 -.2 Top, 2-inch casing .6 24 -1.6 113-53 20 113-53 D 900-103-1 J. Sterle ....do.......... 1953 125 100 2 --................ .... ..... ...-...-.. 9-22-54 0 900-103-2 3, Platten --..-........... 1952 187 --3 ................ .... .... I..... ........ 2 9-22-54 D 900-103-3 M. Machek S. Wilson 1926 143 75 4 ................ .... .... -...... -...... 1 9-22-54 D 900-113-1 H. Linkovich A. D. Rolser 1950 116 --2 ............... .... .... .............. 1 9-21-54 D 900-120-1 M. Held --...--. ...... -....-... ... 3 Top, 3-inch elbow .8 ---3.18 1-26-56 97 ------D 900-120-2 C. Dowling 3. Hmnilton 1951 120 ... 3 Top, 3-Lnch elbow 1.0 .-.. 2.0 1-26-56 1,08 1-26-56 D 900-120-3 0. Thomas ----do ......... 1945 110 ... 3 Top, en on easng 1.4 --... 1.26 1-26-56 2,10 1-26-56 8 900-120-4 ....do.......... ----do.......... 1933 90 ... 3 Top, tee on casing 1.3 ---3.95 1-26-56 1,22 1-26-56 8

PAGE 25

Table 1.--Continued S Cam na Measurin. n int 49 |p o Water level Chloride content Ocaing 900-120-6 0. Flowers E. Hamilton -50 --. 2 Top, valve 1.2 .... 3.5 9-28-55 2,120 9-28-55 900-120-7 G. .Tolinon ------. 3 .......... .... .... ...... ..... 900-120-8 --..do--------.-----------------------2 Top, tee on easing 1.0 -.. .30 1-26-56 2,150 1-26-56 S 900-120-9 Fournier -....... ....... ........ .. .. ..... ........ ... 900-120-1 ---------------L. H. Deason 1955 110 -2 Top, elbow on .3 .... 4.53 1-11-56 1,300 1-11-56 D casing -900-120-11 J. .Hunt ----do---------1955 115 --2 .....-----..-.... ..--...... ........ 1,280 15-56 D 900-120-1 L. D. unt ----do-----..... .1955 115 -2 Top, concrete basl .6 .... 3.6 15-56 1,300 15-56 D around well 900-120-1 H. Wandling ---. do------.1955 130 ... 2 Top, 2-inch elbow 2.1 ... 3.77 15-56 1,44 15-56 D 900-120-1 .A. VanCleave ----do----------1955 128 --2 Top, elbow on 2.75 .... 2.18 15-56 1,29 15-56 D casing 900-1201 ----d--------------do----------1956 130 115 2 Top, 2-inch casing 1.7 7.92 2.4 1-17-56 1,29 1-17-56 900-120-11 B. Jones --..do---------.. 1955 187 --2 Top, 2-inch elbow 1.6 .... 2.66 15-56 1,32 15-56 D Ir 900-120-14 C. D. Finstad G. Ryan 1957 59 50 2 Top, 2-inch eaai .4 21 -8.98 24-57 81 24-57 T 00-120-1 ------........ -do.---------1957 61 43 6 Top, nch 3 21 -8.73 24-57 6 2-4-57 D Well cuttinge c ©opns on avallable 900-120-21 do----do----...do......... 1957 74 68 3 Top, 3-nch casing .8 21 -9.71 24-57 6 24-57 T 900-121-1 D. Orderl ------.......... 1951 132 .3 Top, Linch tee 1.5 .... 6.13 12-15-55 2,30 12-15-55 0 900-121-2 H. Davy L. ,. Deacon 1954 96 ..2 ---.... .....-......... ... ........ -1,35 1-16-55 D o-121-31 C. H. Bh.tfefal1 .do----.--1954 98 -2 -------.... .... ...... .. ......... .

PAGE 26

MCeas.uring oint -.* L dChlorie c n 900-121-4 J, ..hmierer A. C. Jons 1954 150 -4 Top, discharge 0.6 -... 0,60 1i-56 1,360 15-56 H pipe 900-121-5 ....--do... ... 1, H. Dealon 1955 D --2 .. ... --..... .... ... ... ... .. ..... 31 15.56 Ir 900-121-6 Z. Cooley ... do .---... 1954 120 .2 Top, tee 1.6 ..-. 1.65 15-56 1,530 15-56 D 900-121-7 H. Huber -.-do----..... 1954 90 .2 Top, tee on easing 1.4 --.. 1.32 15-56 1,400 15-56 N 900-121-8 N. Hutchinlon ....-----..... 1933 130 --2 ................ .... ...... ........ ...... ........ 900-122-1 Tlielln .-----. ----....-. 6 Top, casing 2.5 ---10.8 9-27-55 940 9-27-53 D N 900-122-2 H. Spears L, H. Denson ..-1 24 115 2 Top, te ,.0 14 4.92 12-15-55 1,520 12-15-55 D N 900-122-3 I. H. Hickay D. McDonald 1954 142 127 2 Top, iee .7 ..-12,6 9-27-55 470 9-27-55 D 901-053-1 K. W, NHuson K. W. Musson 1940 110 90 21 Top, casing .22 ..--.32 5-11-55 1,400 5-11-55 H 901-054-1 ---do .-----..-----do--------. 1930 93 90 24 Top, tee on caoing 1,10 --.73 5-10-55 1,400 5-10-55 Zr 901-054-2 --. do-----------do.----...... 1940 130 90 2 Top, 2.-Lch elbow .7 .--.61 5-10-55 1,500 5-10-55 Ir 901-055-1 S. C. elinger ..-------... ------. 1930 138 105 4 Top, 3-inch elbow .8 --.. .90 9-22-54 1,200 9-22-54 * 901-055-2 W. I. Minton 8. Wilson 1950 107 100 2 Top, 2-Lnch tee .95 ---1.33 12-27-54 750 12-27-54 D 901-055-3 City of New Bmyrna -------------1910 ----Top, 1-inch 3.6 11 .82 127-54 1,040 127-54 1 Vell partially Beach discharge pipe -1.72 6-28-56 plugged -2.08 2-28-57 901-055-4 ----do----------------......... .1952 98 --6 Top, 6-Lch 1.2 ..-1.94 127-54 1,350 127-54 Ir coupllng 901-055-5 -do---....... --"-----------1952 109 -" 6 Top, 6-Inch casing .0 ...7 127-54 135 127-54 Ir 901-055-6 ---do------.------------1952 110 --6 Top, 6-inch .5 ---.59 23-55 1,55 127-54 IZ coupling 901-055-7 ----do--.......... -----------' 1952 109 -6 Top, 6-inch 2.0 ...-.. ........ ---,50C 127-54 Ir coupling 901-055-8 ----do -------------1952 107 ---6 Top, 6nch casing .15 -.......-..-----. 3,50 127-54 r (L

PAGE 27

J" s C: at nHMsurin Mont -Wnivte. leve l Chloridi content 7 a _______ _ _ __ k i _ _ *{. y | ^Si I 1 901-055-9 L, B. Bousehell .-------------.----3 Top, valve 0.5 ---1.53 12-30-54 880 12-30-54 IZ 901-055-10 J. Wooden .....-------....--.... -105 --2 Top, 2-inch .2 ---.34 15-55 1,290 15-55 Ir discharge pipe 901-055-11 M. lintworth ----------------1910 ---2 Top, reduer on .3 ---4.02 15-55 690 155 55I casing 901-055-12 City of New Byrne Layna-Atlantic Co. 1941 1p05 130 12 Top, 12-inchmoslin .0 ---------------16,000 16-55 P Beach 901-055-1 Whihe Sand P. F. French 1954 218 90 6 Top, 4-inch te .90 ---.00 16-55 5,250 16-55 In Material Co. S901-055-14 WA. VaYnNst J. M. Miller 1954 180 90 2 Top, elbow .1 --2.08 16-55 1,28 1I6-55 It 901-055-1 R. n. M akeetraw Telverton 1956 114 110 2 ..-----... ---. -----. ------------840 73-56 Ir 901-056-1 W. E. Swooee 8. Wilson .-150 -. 2 Top, casing .0 ---.75 9-16-54 .... ---.. 901-056-2 City of New Smyrna -------..... .----.----... -3 Top, casing .3 .--.57 9-22-54 68 9-22-54 N Beach 901-056-3 P. Yrooman B. Wilson 1920 100 --2 Top, reducer .8 --.. 1.10 107-54 10( 107-54 N 901-056-4 1. Powell J. M. Miller 1954 110 87 2 Top, 2-inch tee .65 --. .96 107-54 29( 107-54 D 901-056-5 .--.-----.--.. -K. W. Musson --.. 145 --3 Top, 3-inch casing 1.3 --4.00 121-54 231 121-54 N 901-056-6 I. C. Barrow J. M. Miller 1948 138 -2 --.---------------------------. .431 122-54 8 901-056-7 .--.---------... C. Lots .--. 135 --2k Top, i-inch .0 ---1.78 12-30-54 1,70 12-30-54 8 discharge pipe 901-056-8 G. .Wickersham 8. Wilson 1940 90 --1l Top, tee on casing .7 --.68 13-55 1,811 13-55 8 901-056-9 0. Wood ...........---------1920 94 -2 Top, 2-inch elbow 1.5 ---.66 13-55 76 1 3-55 It 901-056-1 ..Murphy ..-------.... 1910 --Ta. 2T-ind ch 1.4 -.60 15-55 46 15-55 01O 7a-. Wilon ................. op, 2-inch cast 2.0 -.3.52 9-25-54 -----I..I N

PAGE 28

]i nai HeslmIurl n l ainst ~ -I W, _ v C l c i id ontent 101-057-2 C. Wtlson ................. ... ... ... I2 ...................... ... ............. 170 9-24-54 D 01-057o3 H, , IBrown -*............. .923 100 .-4 Top, 2inch valve 3.0 12 4.0 -153-34 210 10 7-34 01-057-4 D. J. DXiare ....... ......... 950 200 -3 Top 2-inch 2.5 .... 2.40 107-54 210 107-54 It reducer 01-07-5 .--.do .......... ---.............. )950 200 --. 3 Top, 2-inch 1.3 .... 3.85 107-54 220 107-54 Ir dtcharIe pipe 01-058-1 1. Libby I. Wilson L944 136 --3 -............. .... .... ...... ......... 120 9-22-54 r 01-058-2 C. W. Smith A. D. Roser 1947 165 90 4 ................. .... .... ...... ........ ...... ......... )01-058-3 J. arnes .........-.. .-920 120 --2 --................ .. ...... ........ 160 9-30-54 D S01-058-4 .. D. BiofLeLd ................. 925 160 100 4 ................. .... D............. 160 9-30-54 D 01-058-5 P. J. Scvab ................. ... 115 .-2 ................. -.... .... ................ 70 11-16-54 D 01-059-1 P. A. llr --................. 948 112 -2 .................... .... ...... ......... 30 11-16-54 o 01-101-1 .I. .O'ailly A. D. Rosier 950 141 --4 Top, 4-inch ecoing 1.7 30 -9.43 121-54 .............. 01-102-1 W. 8. Hugsh B. Wilson L941 130 ---3 ............ .. .. .... ...... ........ 20 11-24-54 D 01-102-2 J. Tehkuts J. .Killer 954 130 105 3 Land surfane .0 -..6 11-54 20 11-24-54 D 01-102-3 A. Seufert A. D. Roer 94 127 -3 ---................ ..... .. ...... .......... 20 11-24-34 D 01-102-4 ..Austin --do..--------.....-948 13 -4 Top, horiontel 1.6 ---3.34 11-24-54 ..............Ir dileharge pipe 901-102-5 ----do ------. -.... -do ........... 947 117 --3 Top, 1-inch nipple 2.1 .... -3.44 11-24-54 20 11-24-54 Ir 901-106-1 J. McLarty 8. Wilson .952 145 --3 ............... .. .. .... ...... ......-. 10 9-21-54 D 01-109-1 P. Smith ----do ........... 949 150 --2 ------............... ...... .......... ...... 50 9-21-54 D 40 11-11-54 101-114-1 .L. Imen .----. ---.. 924 158 -3 ..------..... .. .... ...... ........ 10 9-21-54

PAGE 29

Table .--Continued jSe nW -ater laval Chlorid content I 'IH I I I i c_ _ __ lg a' In 901-117-1 City of Deland Layne-Atlantc Co. --*275 ... 12 .............. ..... ..... ... ...0.... 20 4.22-57 P 901-117-2 ----do--....... .do-........ 1952 725 346 10 Top, camins .0 38.0 ............ 710 9-55 N 901-11-1 -...do.--.......... do--...... 1924 293 --12 -.-------.... .... 54 -43 -24 20 4-22-57 P -60.90 4-22-57 901-118-2 ----do--------------do.-----... .1924 275 -.12 -------------.... .......... .... ...-.20 4-22-57 P 901-119-1 Parrish Fruit Co. Farm & Hoe Equip1955 348 170 12 ----............ ... 83.88 ......-....... 10 4-23-57 P aent Co. 901-122-1 W. L. Hargrave L. H. Deason 1953 110 --2 Top, 2-inch 1.5 ---10.4 12-15-55 2,25C 12-15-55 8 \N reducer 901-122-2 R. F. Drawdy --..----..-... ... 1951 145 --2 Top, 2-inch .1 ... 11.4 1-13-56 1,91 1-13-56 D reducer 902-054-1 P. Nixon ......------.... 1940 125 --2 --------.... -.... .... ............720 -47 Ir 1,070 4-48 902-054-2 B. Ludwig .....-.......... 1930 89 --2 Top, 2-inch caling .1 ---.36 5-10-55 1,70 4-10-55 N 902-054-3 H. Barney -----------...... .... 92 --3 Top, 3-Lnuh tLa 2,2 --. 2.15 5-10-55 1,50 5-10-55 N 902-055-1 0. M. Poole Hes 192 14 4 -.Top, coupling .7 --... .57 11-30-54 7 11-30-54 D 902-056-1 W. 2. Swoote A. D. Rosier 1944 151 --4 Top, 4-inch cating .0 ----1.04 9-16-54 ............. Ir 902-056-2 H. W. Smith .... ....-...-. 1920 ---.--.--... .... ... ..-----.-------. .16 9-16-54 0 902-056-3 City of New Smyrna *--------------1949 101 --4 Top, valve 2,5 .... 1.17 9-23-54 42 9-23-54 Ir Beach 902-056-4 ----do ..-----.. .-------....... ....... ... Top, 1-Inch ---.... .25 11-30-54 61 11-30-54 N 0.3' below land discharge pipe I urfce 902-056-5 I. C. Barrow J. Miller 1949 95 --1 Top, casing .0 --.. 1.0 122-54 48 122-54 S 902-057-1 G. H. Mallonse B. Wileon 1950 95 90 2 Top, coupling .85 --... .94 11-23-54 41 11-23-54 N 902-057-2 L. F. Williams Mete 1942 120 2 Top, elbow 3.1 .--1.84 11-23-54 23 11-23-54 D

PAGE 30

C i nj 8 E, Z 7 Waea l U c n l__t 902-057-3 Tumblin .......-..*... .... I12 ... 2 Top, tes 2.6 *.... .71 11,30-54 220 11-30-54 g 902-059-1 X. A. Cloud 8. Wilson 1945 120 *.2 ................--... ... .....---........ 100 11-16-54 D 902-059-2 Sprtdley *.do............ 1945 120 .2 ............ .....-.---...... ........ 240 L21-54 0 902-059-3 J. Colman R. A. Van 1935 148 105 2 ................. .... .... ...... ........ 20 121-54 1 902-059-4 W. I. Shipley J. Miller 1955 147 105 2 ....................--........... ........ 19 23-53 D 902-101-1 E. 9. O'Reilly, A. D. Rosier 194 120 100 3 .--........ --...... ..... ...... ........ 60 1L-22-54 8 902-101-2 -....do .--.--.-----.----...... -1946 120 100 4 .----.... ---.....--. .... .. ...-.. 40 11-22-54 D 902-101-3 ....do........... A. D. Rosler 1946 120 100 2 .........--.... --....-........--.. .. 60 11-22-54 8 902-102-1 .sedict ............-----... 1945 100 -4 ..---------------... ....---...----.. 0 11-24-54 D 902-103-1 J. Sopotnick ................. ..-. 130 115 2 .................--.-.-----------10 8-25-54 D 902-103-2 ....do---.......... -------... .... ..130 90 4 .. ----------......... ...... ...... 902-103-3 C. H. Lanflord ------.... -----1944 108 90 4 -------------.--.. .. ..... ....... --30 8-24-54 D 902-103-4 F. Lousln A. D. Rosier 1948 120 90 2 ....--..-.... .....--.---..--....---40 11-16-54 D 902-104-1 0. aluttergr -..............-.. 1953 125 --2 op, 2-nch 1.4 30 -2.89 11-16-54 10 11-16-54 D,s 903-056-1 City of Iav Symyrn ...... .... -. -------4 Top, hole inside .3 -1.90 9-30-54 .... ....... Beach asling 903-056-2 N. P. Dodge B. Wilson 1942 95 84 2 Top, uaing 1.3 -" 3.12 9-28-54 670 9-28-54 N 903-057-1 W.P .Balth J. Miller 1952 120 --2 ------------------. .....---.. 550 9-28-54 Ir 903-057-2 3. 0. Fliher .Wilson 1948 127 -2 ----------------------------I16 9-28-54 DTr 903-057-3 C. H. Talton ....-............ ...... .-.-2 Top, coupling on .9 --2.94 114-54 8 114-54 casing

PAGE 31

Table. -Continued SCsono MeasuriB ng T0Lnta Water level Chloride content .S ? 5 | j! Y D 10 13 S! I e Ls 903-057-4 F. H. Herring S. ilson 1951 106 --2 Top, elbow on 2.1 *... 1.09 11-30-54 17 11-30-54 D0; casing 903-057-5 0. A. Baker 0. A. Baker 1932 127 87 2 Top, tee .0. --.. 2.1 122-54 14C 122-54 D 903-057-6 P. Draper ------------..... 1950 125 --2 Top, 2-nch .6 .-4.94 122-54 90 122-54 coupling 903-058-1 G. Hendricks 0 .Baker 1920 104 .-2 Top, 2-inch .4 ---.99 9-28-54 110 9-28-54 R coupling 903-059-1 D. W. Clifton aetz 1943 144 93 2 ...-----------.-.. ......---..----90 11-24-54 D 903-102-1 R.. .Knter 8. C. Raven 1925 130 90 4 .-------------------------.---. .10 11-16-54 D 903-102-2 D. Swvbillous A. C. Jones 1954 185 98 4 ---------------------------------. 30 11-17-54 Str 903-102-3 J. Benedict ------------. ---1936 133 100 4 Concrete barn .0 --7 11-17-34 20 1-17-54 IZ floor 903-102-4 D. Swebillou .---...--...-...1930 145 100 3 ---------------.... 23 ..... ..----2 11-17-54 8 903-102-5 J. Benedict .--.........----1951 165 100 4 ..--------. --........ .-------.-----.2 11-17-54 Ir 903-102-6 E. B. O'Railly A. D. Rosier 1946 120 100 2 ----------------.--.. -...... ..----... 2 11-22-54 8 903-102-7 M. Prnmo Baban 1942 125 100 3 --------------------------------( 121-54 D 903-103-1 M. Lovell ..--.-----.----... 135 --4 Top, 2-inch 1.0 --7.7 8-25-54 --.. --.-----. . reducer 903-103-2 --..do----------................ --117 --. 4 Top, 4-ch oo .8 --7.0 8-25-54 ---. -------. N 903-103-3 R. B. E Blr .Wilson 1925 115 .-4 Top, 4-inch tee 1.6 --6.50 11-24-54 .---.----. Ir 903-104-1 M. Lowell ...-------........ .... 92 -4 Top, 2-inch .5 30 -6.00 8-25-54 .-----------N reducer 903-104-2 --------------....----..... ..-..-l11 102 2 Top 2-inch tee .8 --7.85 8-26-54 2 8-26-54 0 903-115-1 I. Piftner L. H. Deason 1953 124 107 2 Top. clasng .1 **28.0 10-16-53 21 10-16-54 P, 903-113-2 Aneley .--doe----.... .. 1954 130 --2 Top, casau 1,6 68 -22.76 10354 ...---.-------. D -23.48 3-14-37

PAGE 32

Table ..Cntlnund ___ t9 u i a i t IIL3{ o, I 90.116. Deland Hunmcipal ........ .1912 51 1 511 0 .......... *... " ....."" ........ 20 13 -13-54 ia Airport g03-121-1 J D. Olive ........-. -1940 95 -" 2 Top. reducer 0. 3 11.4 1-13-16 60 1-13-36 D 903-121-2 ....do........... L .i Deason 1951 78 75 2 Top, reducer on ,8 -..* 3.84 1-13-6 40 1-13-56 eaming 904-05-1 V. Rolunask ................. .... -... Top, conraete bh .63 -1.93 1-26-55 631C 1-26-55 904.0-2 ................. ..... ..... 134 4 4 Top, tile easIn .6 3 3.46 1-.273,250 1-237-.5 -,94 6-21-356 S 904-057-1 H, L. Boucher .......... .1935 187 .4 ........ ... *.*... -430 93-4 D 00 904-057-2 A. B. Ilrdiun Sanford HAchine 1937 136 90 4 TOp, tie 1.5 9 -1.57 9-15-54 490 11-18-54 Ir Works 904-057-3 ..................................... .. --2 Top, casing .0 .--. 6,5 9-15-54 310 9-15-54 N 904-057-4 D. anyder 8. Vilson 1942 142 85 2 Top, easng .4 -... .84 9-28-54 580 9-28-54 1 904-057-5 H, i. lordman A. C. Jones 1948 139 100 4 Top, 4.inch toe 1. ... --1.15 11-30-54 310 11-30-54 Ir 4.447 6-26-56 -4,40 6.27-56 904-058-1 A. R. CrIetlle .ilion 1927 195 -4 .........-...--.........-----.....460 9 2-34 Ir 904-059-1 C..Pncher ----------1917 64 ---Top 1-nch 2.0 --1.6 9-28-54 730 9428-54 N dtloharge pipe 904-100.1 M. , Pickle --................. 924 108 -.2 Top. 2-loch opesti .6 ..-. -13.39 113-54 ...... ........ 904-101-1 W. A. ClUitol J. KMiller 1952 10 --* 2 ...--...----.-.... ...... -........ 40 113-34 D 904-101-2 Took Ranch -----................. --97 --2 Top, be of 3.0 -... -14.17 113-54 -----.--.... N pitcher pump 904-103-1 B. .Cung .--.-------......... --150 --2 .........----.... .... ---.---..... .---. 420 8-25-54 D 440 11-11-54

PAGE 33

a Casin M Heanurine ooint S ate Lel hloride content ____il l ___ a a 904-104-1 C. B. Fribble .............. .... 107 --2 Top, base plate of 2.5 ..-8,37 12-13-54 ..... ........ N pitcher pump 904-1042 ---do...... -J. Miller 1940 150 --4 .... -........... .... ......... ........ 250 12-13-54 $ 904-104-3 R. E. McDonald A, C. Jones 1950 137 120 3 ..................... .. ............. 5 12-14-54 8 904-114-1 Hudson Pulp & -..do.--.. .... 1954 84 73 2 Top, lasing .5 42.65 -4.10 12-30-54 20 1230-54 0 Paper Co. 904-117-1 H, I. Z.ley N, Nyman 1955 138 106 3 Land eurifce .0 80.52 -56 10-55 ............. 904-118-1 J. L. Trigg A. C. Jones 1954 165 112 2 -.......----.. .... ----------------80 5-24-54 D 904-118-2 J. A. Carper L. H. Deason 1952 148 --Top, casing 1.2 10.15 -------... -.. ........ 905-055-1 B. Williamson S. Wilson 1952 100 99 2 ----------....... ---------------440 1-26-55 Ir 904-056-1 W. R. Wharton --..............1940 98 --3 ----............... .... .... ..... ........ 340 1-26-55 D 905-056-2 C. D. White 8. Wilson 1953 147 -2---------. ----..... -..-.. ..... ........ 400 1-26-55 D 905-056-3 J. Omanff Daytona Pump Co. 1956 120 99 2 Top, coupling 2.0 9 -5.74 6-22-56 520 2-16-56 T -5.26 2-26-57 905-058-1 L. KilSs ....----.. ..... 93 --2 Top, 2-inch tee 2.1 8 1.19 99-54 440 92-54 N -1.98 6-27-56 905-059-1 McDonald J. Miller 1954 --2 ----............. .... ... ..... ........ 240 128-54 D 905-059-2 -------------..... .... ---99 --2 Top, 2-inch .8 12 -.53 128-54 450 128-54 N reducer 905-100-1 R. G. Jackson ---..........-.. ..--..---.. Top, -3/4-inch 2.0 ... 2.81 114-4 30 114-54 N elbow 905-100-2 W. R. Barrov J. Miller 1951 157 --3 ---------..... .... .... ..... ........ 180 128-54 D 905-100-3 Nicholson -........ .... --... .... ...................-----........ ..---..3 12-11-54 N 905-101-1 J. W. Jones --............ 1930 100 -.. 2 .......-............ .-............. 610 113-54 S;r

PAGE 34

I&' .I l or"d -* -onfz -t ( 2 I U1 i i ChiSrld con: ti o90-10-2-1 ..... -......* ................. .... 723 5 2 Top, asLinl 0.5 3 IL.80 8-26-54 40 8-25-.4 I 9,6 6-211.5 10.7 1S-19.905-102-2 1. Malone 1. lllson 19641 01 -3 Top, 2-lch 1,8 .-.4.25 10-11-34 90 10-11-54 dicharl plps 100 11-11-54 905-10-23 Hippert ....do* ........ 1938 ... * .4 Top, 4-Inch easinU 2.7 .... 2.08 10-15 104 10-11.-4 90-102-4 ..0 uable ................. .... ... ... I ................. ... .. .............. 160 L0.-11.54 905-103-1 3. R. WtDonsld J. HMller 1941 90 87 2 ............-.....-.... -..... ........ 280 12-13-.4 D 905-104-1 M, A. lsger Daytons Pmp Co. 1953 110 ...2 ...I---. ... .. .-----..... ... 40 3-1-54 D 905-104-2 ..-.............. ................ 1944 150 .-. 4 Top, 4.Lach oaslng .7 '19 4.60 12-13-54 -.............. 905-104-3 V. A. lindise J. Miller 1944 148 .-. 4 Top, 4.inch .7 ..--.45 12-13-54 o0 12-13-54 D couplini 905-104-4 0. .Sntt ....do...........--1940 150 .-4 .--. ....... ...... .. --........ 40 12-13-54 0 905-104-5 S. X. McDonald etls 1935 100 95 2 ...--........... .... --.40 12-14-54 D 905-113-1 tate load Dept. ---.............. 1942 08 .-2 Top, caslln .6 -. 1.70 9-2854 10 9-28-54 I -3.39 6-14-56 90-113-2 -d.-...o... ................ 1942 94 "2 Top, 2-inch asagL .9 ... -.35 106-54 20 10-54 a -9.91 6-14-96 905-113-3 U.S. Cool. Survey Layne-Atlantli Co. 1955 351 94 6 Top, -t-nch 3.0 46 -5.21 11-23-56 20 44-14.55 coupling 905-115-1 J. T. Dums ..Clifton 1914 12 12 24 Top, mc ntl vll 2.0 58 -10.47 4-12-56 30 4-L2.56 D easing -9.62 11-26-56 905-119-1 Rynoolds Restaurn A. C. Jones 1953 231 109 .....--.......... .... 99.43 ..... ........ ......--....... 905-120-1 Peaking -.. do----.... 1933 109 84 3 ... ................. ................................ . 906-056-1 0. Davy G. Johnson 1954 14 --2 ................. .... .....-12.81 6-22-56 2,50C .54 v n0s0.na.laki ................. -1910 93 ...2 Top .-inabehduga 1.5 ..-.30 -3-54 49( 93.4 D

PAGE 35

ML ^Ctas_n _ _-ura 4 i vt I vi1 i orl ontent 9 iI0 i l. 1 iekin _ g s. ii _ * 906-058-2 R. Iakin .-..-.-----.. .. 1910 88 ..2 ................ .... ...--....--. ...... 56C 93-54 905-058-3 .Peier ............... 1930 110 -2 --............... --..... ..-..... 46C 97-54 2 906-058-4 D. COsenos 8. Wilson 1950 122 96 2 Top, 2-inch tee 1.5 ---0.00 97-34 340 97-54 D 906-058-5 Hanson ..--............ --93 95 2 Top, 2-Lnch calin .5 ---.64 96-54 ..--. ........ 906-058-6 -............... -----------1920 7 --2 Top, 2-inch caseta 1.1 ---. 29 97-54 --------8 906-058-7 n. Saeit Hets 1944 110 -2 Top, 1-inch .1.0 .-.97 98-54 27 98-54 D dislchrge pipe S906-058-8 H. C. Farrell ...do------1936 110 -2 Top, 1-inch .7 .-.23 98-54 --... ----H discharge pipe -2.54 6-27-56 906-058-9 0. y. Cooper 8. VWllon 1925 106 --2 Top, 2-Lich 1.5 --.15 98-34 286 98-34 Ir reduier 906-058-1 Town of Harbor Oak ..---do---------. 1926 144 98 4 -.--------... .-------.----.. 340 97-54 P 906-058-11 -.-d--..---. .....do--.--------1926 148 98 4 Top, reducing te 3.0 ---.64 9-29-54 380 9-29-54 P 906-08-1 ---do-----... -...do--d-----1926 145 98 4 --...............-.--.... -------.-.340 97-54 P 906058-1 -do-----------do -----.-1926 145 98 4 --------------........-----.-----.. --...---.P 906-058-1 ---do-----------do ...--.--. .1926 145 98 4 ----....----.-....---.....-----.. -.......---. P 906-058-1. --.do ..--------do-------.1926 144 98 4 Top, 4-inch casing 1.3 ..-2.96 9-29-54 37( 9-29-54 P 9061-01-1 J. W. Bonds Dayton& Puop Co. 1953 119 98 2 -------------26 --........--30 8-13-54 D 906-111-1 R. Archer -..-....-..---... 1926 175 -2 .---......... ...... --........ 462-54 D 906-111-2 Toka Land Co. ---------------1925 121 --2 Top, 2-lmch oeain .3 48 -5.08 11-24-54 3 11-24-54 I -8.43 6-14-56 31 11-29-54 -S.q9 11-23-56 906-112-1 HudlOn Paper Co. McDonald --.. ... 4 Top, uuasls .2 44 -2.32 11-23-54 20 11-23-54 K -5,74 6-14-56 __ -3.09 11-23-56

PAGE 36


PAGE 37

0i96M enuin £in I5Ir | SWtar level Chloride content I j H IJ i tilhi i li I 907-019-6 0. L. Hadley W. Melton 1928 18 -3 Top, hortiontal 1.2 -.. 2.42 11-15-54 320 11-15-54 Ir valve flange 907-100-1 ..-.....---. .-----*-------.. -..---------"" ."" """ """" 907-100-2 L. A. Coleman .----.--.----..---... 190 -------------9.99 6-26-56 20 10-13-54 8 907-100-3 --...do-----J. Miller 1952 200 -2 --------------. ----------------660 10-24-54 D 907-101-1 P. H. Belthesr ..--do----... -1932 130 --2 .---...-----... .....---..... ..--... .240 8-13-54 D 907-101-2 R. Yarber ...---........--.----... 2 Top, 2-inch casing .5 37 -7.46 8-13-54 ....------I -8.84 12-17-56 j) 907-101-3 ., SBlteegar J. Millet 1952 126 111 --...........---.... ......... ....--280 8-13-54 D 907-101-4 H, Duck ----do...-----. .1953 139 --2 --.. .......--.... .... ..... ----. 310 8-13-54 D 907-101-5 G. 9. Rowley S. Wilson 1944 110 102 2 ..------....---. .... -.... ..--.. ....-10 111-54 D 907-104-1 c. ..idler .--------1925 172 --6 .......-....-.. .... 27 ..---... ---40 3-10-54 D 907-110-1 Tomoke Land Co. ---.--..--.--.... 1940 126 -2 Top, casing 2.6 42 -4.72 11-24-54 30 11-24-54 N -7.77 6-14-56 -5,23 11-30-56 907-110-2 ----do------------------1931 88 -4 Top, casing 2.0 44 -3.09 1-55 40 14-55 N -7,38 6-14-56 -4.88 11-23-56 907-116-1 C. Daugharty ...--------.----1922 127 .3 ----------------.... .... ..... ---20 12-13-54 D 907-121-1 Artesian Spring Co. A. C. Jones 1938 169 38 12 ----..........---. ----.. .--.------390 4-29-57 P 907-121-2 W. Lawrence -..-do--------1949 80 35 6 -------------.... ..... --.....---7,200 4-30-57 N 908-057-1 D. 0. Membry Daytona Fump Co. 1949 130 118 2 ----------... .... ..... -------. 3503 1-25-55 Ir 908-057-2 C. Ragusa -...do -----. 1951 135 104 2 Top, casing .0 --12.75 10-29-51 390 1-27-55 It

PAGE 38

Table 1.Contindue I Casl nn Hasurin. p int a _ I I _h i i .a 08-057-3 Culhman ................. 1940 -* *** Top, casinl 0,8 3 1,54 1.31.54 1,220 1.31-54 K -.,49 6-22.56 -1,69 2.26.57 908-058-1 .Koerbr ................. .... 89 ... 2 Top, reducer 1.2 ..-1.18 9-16-4 560 9-13-54 Ir 908-058-2 W. R. Crolby Daytona Pmp Co, 1950 110 103 2 Land surtacS .0 ..-. 9 5-20-50 ..... .......x 908-05-3 ., Iobertroon L. Hall 1951 174 ...2 ............... --. .... ..... ........ 170 1-31-55 D 908-058-4 State Road Dept, ................ 1949 100 .0 * ....-...... .. .... .... ... ........ ............. T 908-059-1' Cit of Port Orlnrl I, Wilton 1929 144 90 6 Top, cap on acing .0 5 1,6 (816-34 450 112-53 H 4.45 11. .-50 03 6.25-56 2.14 12-19-56 908-039-2 R, Chrlieanson Daytona Pump Co. 194 100 88 2 Top, Oalln .5 10.55 .20 7-14-54 80 7-14-54 D 908-059-3 W. L. Holm -....-............ 1925 140 ... 2 Top, 1-tchooupUlq 1.1 ---2.59 9-13-54 140 9-13-54 N on dislharge pip 908-059-4 New Hope Church .................--.92 ... 24 Top, 2i-Lnch .1 ---1.98 9-13-54 610 9-13-*4 It reducer oncains 908-059-5 0. Surnmet .....-..-------1946 190 -2 -..-............ -.-.. ..... ........ o 80 10-12-54 Ir 908-059-6 .......... ..... ................ 1950 111 .-2 Top, 2-Inch tee 2.4 --2.21 10-12-54 80 10-12-54 N 908-059-7 T, R. Garner 8. Willon 1950 128 90 2 .....---.--. .---. .. -.-.... ..---.. 80 10-12-54 D 08-059-8 ................ .....------...... .-----2 Top, 2-lnch tat .6 7 .28 10-12-54 140 10-12-54' 1 -2.58 6-26-56 908-059-9 A. Mirkao.................-......-2 Top, 2-.nch 1.9 -.-1..57 11. 1-54 190 1,1-54 IZ relucer 906-059-1 C. A. Linday I. L. Willon 1943 155 2 Top, 2-inch .1 ..1.18 111-54 240 112-54 D coupling '' 008-059-11 I, a. Doty ----do ........... 1927 93 --. 2 Top, 2-Lnch .9 ---2.37 113-54 180 113-54 H uU~iV

PAGE 39

n Cman am Mas.urL .o 4nt i ,0 a -o conten 080i912 C. M. Jones ................. 1926 oo0 --2 Top, conerlto 0.5 *-.... .8 113-4 130 113-4 I6 water balan e-0569-13 It. Wesley 8. Wilson LI44 12 .-2 Top, 1-tah 2.5 --.. .52 113*.4 60 113-34 disacharg pipe 08-05-14 .S. al .-i... do'"..... 1925 .. .. 2 Top, 3/4.inch .2 -.. 3.05 11-15.54 70 11-15-54 8 reducet 90-0594-1. ltht ................ 100 140 -.6 'op, 2-ineh .8 6.08 3.95 11. 3.-4 130 12. 3.54 It ooupling 90-0191 ..... do ....-..... ................. 900 2110 6 top, 1-Inah lbow .3 -.... 4.14 12. 3-54 260 18. 3-54 D 908-100-1 City of t ore On r4 L. Hall 1951 157 ... ... -...--......... I .-.. ........ 280 7-15-54 P W 08-100.2 ---.........-...do........ 1951 149 -S *..-........ ...... -.... .............. 400 7.18-.4 P 908.100-3 ....-d ....... ....do ........... 1951 161 .I ............. .... .... ...... .......... 390 7-1-54 908-100-4 K. L. im Wets 1947 135 ... 2 lop, 2.IoSth calina ,0 8 * .11 1015-54 120 10-15.l 4 D -3.34 6-125.1.10 12.17-36 901*100-5 J. H. fndr ....--... ...... 1940 169 ... 4 Top, coupltn i ... -... 1,60 10-.15-4 40 10-15-34 N 1.1' below land -1.60 6-26-56 surface 908-100-« H. I. Will1ii 8. Wilson 944 160 107 4 top, 4-L.b .3 --. .77 11. 1-54 100 11. 1-.4 t veducer 908I100.7 R, A. Byn I .................19 26 110 .. ---....... -.--.... ..--........ 30 11. 1-54 D 908-100-8 3. McDonald H. Nott -... 10 10 k Top, cain 1.5 -.. 6.50 212-54 --.. ---...08-100-9 J. 3. NoLaod S. Wllson 934 140 -2 .............. .... ... ........ ........ 908-100-10 W. Metalf ................. .... 83 ... I Top, 2*h casUin .8 --1. 22 112-4 60 112-54 D, 08-100.11 D. McDould J. Htlllr 954 130 ..2 Top, 2.1oh 1.4 .... .79 1122-34 90 11-22-. 4 D reducer 08-100-U12 .L. inel ................ -.110 *.. 2 Top. I-tab tee .7 11 1,25 128-54 60 128-34 N -1.73 6-26536 -.03 12-17-56

PAGE 40

se hi --Measurlng point a val C lor t I i' I? li l 108-100-13 H. Lee -............... 1948 155 *** 4 Top, 4.nch lee 0,3 .... 1,51 128-54 60 12. 0-54 Zr 08-100-14 L, Hontein J. Hiller 1955 136 90 2 Top, 2.inch lsing ,.6 ..... .5 1L 4*-5 60 14-55 D 908-101-1 E. , Horrell ................. 194 125 ..2 Top, 2-lnch casing .8 .... 27.9711 1 -54 ..... ........ N 908.101.2 J, W. roiter g, Wilson 1926 106 100 2 Top, reducer ,7 .... .15,77 11. 2-54 30 112-54 D 908-102-1 Rol's god Farm Daytona Pump Co. 193 170 103 6 Top, casing .4 27 -13,5 1-20.3 60 3-10-54 Zr 908-104-1 Xircon Dairy 0. Johnson 1951 163 ... 2 ................ ... .... ..... ........ 40 1-22-34 8 908-107-1 1. Hawly 2. Hvaley 1948 30 30 2 -............. .... .... ..... ........ 20 1-21-54 Ir S9068107-2 H, Xnsella ................. .... 135 -.. 4 Top, 4inch easing ,7 .... .11.00 1-21-54 20 22-55 N 4 -16.38 6-16-56 908-107-3 State Forest Com. A, C. Jones ..........3 ................ .... .... ..... ........ 20 1 3-55 D 908-108-1 Ridgl Forlt Daytona Pump Co. 1954 127 --2 ................ .... .... ..... .......... 30 12-21-54 D Estates, Inc. 908-108-2 M. nehrelns .................. 1947 ... ... 2 ............ ..... .... ..... ........ 40 1-21-54 D 908-114-1 Hudson Paper Co. -...-...-......1954 121 ... 2 Top, 2-inch casing .8 --.. -8.41 11-30-54 20 11-30-54 90817-1 W. t. Hucks A C. Jones 1940 81 --2 Top, csing .2 44 -6,24 12-14-54 20 12-14-54 D 908-121-1 R. N. Hankel ................. .... 118 ... 4 Top, 4-lnch casing .5 31 -11.74 4-23-56 20 4-23-56 B 908-121-2 C. A. BSttiiatr A. C. Jones 1956 137 100 2 Top, 2-inch oasing 2.4 11 -2.07 5-23-56 20 5-23-56 8 909-058-1 J. A. Graham Daytona Pump Co. 1950 137 110 2 ..------.... ... ....... .... ......... 70 1-25-55 IZ 909-058-2 L. P. Scherr ....do-----.. .1951 163 105 3 -----------.----...... ..... ....... 70 1-25-55 Ir 909-058-3 W. . Beattie * .do ........... 1950 114 104 2 ....-------........... ...... ........ 80 1-18-55 Ir 909*059-4 P. Mitchell ....--.----...... 1920... 3k Top, 34-inchmin .3 3 4.37 1-27-55 220 1-27-55 Zr .63 6-22356 2.91 2-26-57

PAGE 41

V Can M -Measurg Dn e leval Chloride content : I casing _ " 8 12| i 1456 o9-05, 'Z.DosRimi IDayteona Puoop Co, 19)3 140 106 2 Top, 2-tnch eailns 0.2 21,33 -12.84 22-35 70 22-55 Zr 909-09-1 Ba ZOO J.. tllTer .-. 283 100 2 Top, 2-lnch tao 1.2 .--4.72 5-25-54 820 5-18-34 S 909-059-2 sea Zoo .............. .... 90 --2 Top, imduoer on .5 ---1.98 3-25-i4 230 3-18-54 S casing 909-059-4 R. Coo s.....---..---.... 1945 1...... 3 Top, e..lngs .9 **-. .38 7-18-54 310 7-18-64 In 909-059-95 .. A...ndeo ..............-.......---.......---... ..........-. .. .. -----.. ..30 7-18-54 D 909-059-6 W. H. Robnf on 8. WHllon 1953 138 854 2 --......---------.. .-. ..... .--.. .. 0 7-19-54 Zr 909-059-7 8. do ..W-sdon ------19 121 85 4 Top, 4-tnch .ee on .9 5 1.14 7-19 -4 80 7-1934 Sreduce .77 6-20-56 1. .1.8 12-14-56 909-059-12 T. Webater Dayton. Pump Co. LO95 100 65 2 Top, 2-inch casing .2 ..... 3,73 2 3-5. 80 23-55 D 909-059-8 Pm a. Brown G ---------194630 -1 31 6 To, -----c-----h v e 1.2 -.62 7-2---54 210 7-18-34 In 909-039-9 .J. Andiaron ------------------2. --------.---------------350 7-18-34 D 909--100-2 ...U .. of Sped L. Ill.. 1930 165 --.--.------------.-.............. -....-120 7-19-54 I 909-05908. rra Mn 8. Wilson 1920 113 -8 2 Top, 2-inh 2.2 9 1.3. 93-54 900 93-54 D rdoueir .26 6-26-56 1.38 12-14-56 909-09-12 T. Webletir Daytont Pup Co. 1953 100 835 2 Top, 3-inch calin .2 --3,73 23-55 80 23-55 D 909-100-1 Paio Oranga Grove s--------------.. 1930 194 131 6 Top, 6-lnch valve 1.02 --..62 7-28-54 210 7-19-34 Zr Co, 909-100-2 --do-----.---...--.......--.1930 160 .------.-..---------·----.r-.-----. .----1160 7-19-54 Zr 909-100-3 M. I., HcDonald 8, willon 1925 100 85 2 Top, calng .6 -----...------60 11-22-54 S 909-100-4 J. 8. Carrow Walker 1925 150 100 2 Top, eoo .0 .......------200 11-29-54 D 909-100-5 ....do........ ....do---........... 1923 150 100 2 Land surfae .0 .10.55 .00 11-29-54 120 11-29-54 S

PAGE 42

Sabl, I.--Continued W ita L evel Chlor I| I |c I 909-100-6 I, R. Pracner .... .....1947 84 -Top, cement basin 0.5 9 0,04 11-29-54 60 11-29-54 8 ,-2.48 4-25-56 S.32 12-14-16 909-100-7 W Jones , .Mille 1955 125 86 2 Top, union .4 8,49 1,30 2-21-45 110 27-55 D 909-102-1 L. W, Simanns Mts 1940 *. -2 .--.-... .... .... ..... ........ 50 86-54 D 909-102-2 W, A. Ivan& Dayton& rump Co. 1952 164 106 2 Land luortce ,0 -.--23. -52 70 86-54 D 909-102-3 L. Jones ............... .....107 ... 1 Top, L.inkch 1.0 39 -26.79 86*-4 ..... ........ N raducer 909-102-4 --.-do ......... ................* *.... 18 18 I Top, coupling 2.5 .*.12.8 86-.4 ..* I ....... D S 909-105-1 ,. Cutkin W. itelon -... 106 --4 Top, casini 2.6 26 -6.30 1-26-14 40 1-28-54 D -11.26 6-21-56 9.,03 126-56 909-105-2 P. MeCovern L. Hall 1946 137 84 2 Top, casing .9 .--.* ---.--.....30 1-22-54 D 909-106-1 U.S. Gol. Survey Layne-Atlantic Co. 1953 496 102 6 Todp, 6Inch 1.9 28.94 .*-.-..-.... ..... -....... 909-106-2 -----do-----. J. iller 1955 235 100 2 Top, 2-inch *-.. -. .... ........ ..... ........ T coupling 909-106-3 ..--do ----------do ---.-. 1955 233 100 2 Top, 2-Lbch .... .--.------......... -........ T coupling 909-10-4 ---do--......... Layn-Atlntic Co. 1955 234 102 8 Top, 8-inch 3.1 30.17 -----**.... ...... ----..... --------........ T coupling 909-106-5 U. 8. Gool. Survey J. Miller 1955 234 97 2 Top, 2-Inch -----.....--........ ...--.......... T coupling 909-106-6 --..... do.......-----do---.......... 1955 235 102 2 Top, 2-ndh casing * .... .......-.----....... ----..... ........ T 909-106-7 -----d ----.. U. 8. Gaol. Survey 1955 18 18 1k Top, casingl ... *** -..--..--... ........ ----0 909-106-B .--. do---..----. do-.--....... 1955 18 18 1I --do --------------... ... ---....--.... ........ 0 909-107-1 0. 0. Severoon -------------... 1950 103 100 2 .----.---------.--....---........ -20 1-21-54 D 909109-1 Tomoks Land Co. L. Hall 1940 142 115 2 ras, pitcher 3.7 43 -2.40 12-20-54 40 1-20-35. N pump -9.10 6-14-56 -8.98 11-26-56

PAGE 43

T l 1.-Connt , Ain Cas" -Meamuring point S. atC laval Chlorid contlnt ___I£ill1 i 1 II i g P 909-117-1 H. B. Clifton Whitoomb 1914 116 60 3 .....-........... .... .... ..... ........ 1 4-10-6 D 909-122-1 B. C. Courson A. C. Jones 1938 175 132 4 Top, valve 1.0 .... 0,58 4-16-56 90 4-16-36 Ir 909-122-2 .....do.--...do .... ----150 --4 ............... .... 13 ..... ........ 70 4-16-56 Ir 909-122-3 W. H. H ridI ....--do.......... .... 400 100 4 -----.............-.. ..... .-.. 10 4-23-56 It 909-122-4 L .Fugle .-..do--------. 177 --2 Top, tee on casing .4 .--.92 4-23-56 20 4-23-56 D 909-1I3-1 8. C. Courson --.-da----..1941 315 245 4 Top, valve .6 18 4.80 116-53 330 LL6-53 Ir 909-123-2 C. B. Green ...-.----.---.. -.......---. Bottom, dilcharge .0 .--.12 4-16-36 240 4-16-56 8 pipe S909-130-1 E. Davil A. C. Jones 1953 96 90 2 ................ .... -.... ..... ........ 20 1-16-56 P 909-130-2 R. Driagers --. do ..-----.. ---102 90 2 Top, 2-inch valve 2.4 5 9.2 2-20-56 20 2-20-56 8 910-058-1 0. A. Hermann J. Miller 1954 126 105 2 ........ .----.---. ...... --.......---410 1-27-55 Ir 910-038-2 Wind Blow Cottcees Daytona Pump Co. 1953 133 112 2 .....---....... .----....-........ 1,550 1-23-56 Ir Motel 910-059-1 J. Chalk .... do....--. .1934 93 9 2 2 Top, 2-inch c ing .6 13.64 -5,60 10-29-54 1,900 10-29-54 Ir 910-059-2 -do--...-.--... .do .---. .1956 170 113 3 Top, 3-inch caling .9 20.38 -11.73 1-27-56 1,830 1-26-56 tr 910-059-3 3. M, Ptt. J. Miller 1953 126 83 2 Top, 2-Inch elbow 2.82 -.. 3.11 12-13-35 60 12-13-53 Ir 910-100-1 J. T. Tucker S. Wilson 1951 126 --2 -.-------------. ------...... 50 63-54 Ir 910-100-2 Holiday Interpries ..---.-------.. .-------6 Top, cement dil1.2 10 .26 7-28-54 750 7-28-54 N Inc. charge pipe -1.20 12-14-56 910-100-3 B, B. .oster ...----------.. 1918 129 -1 ----------...--. .--...-----... 100 7-28-54 D 910-100-4 Peter Pan Drive-In Daycona Pump Co. 1951 98 84 2 --------------------------60 12-13-55 P 910-100-5 R. W, Russell J. Miller 1955 80 79 2 Top, 3/4-inch 2.3 ---2.76 12-13-55 100 12-13-55 Ir elbov

PAGE 44

Table I .Continued .. m u. M te f l ev l C h l o r i d i c an t e n t 1 ! 1 411 nil kU N s un I 1l.0L0.6 0, Sparkman ................. 1924 ... ... 2 Top, reducer on L.3 .... 2,16 13.13-51 40 12-13-55 N casing 910101·.lL l Grlove Co. ..-,........... ... .... 1 .4 -.. 4 Top, valve .I 11 2.21 7-1954 70 7-19-54 i -.06 1.0-56 .O I 2:06 12-14-_I_ 9010D01-2 S. Troup J, llelr 1934 147 83 2 ..........-..... .... ., 3.05 6-20-56 10 1 5-54 D 9LO-1013 T. Pril S. Willson 1951 14 1001 2 ..-....-.. .... -.... .... ............. 100 85-34 D 010-1031 J. J. WUlLia L. Hall 1941 170 105 4 ......T .-...... .... ... ..... ......... 70 1-2-.54 D 910-103-2 City oT Mytona ................. .140 .4 ............... .... ...... ........ 40 1-29-54 D SBech 9101003-3 I. C. Crahner .. .-.......... 1946 157 --1 4 ---.................... ........ ....-..... 40 1.28.54 D 910-10-11 D, L. Wlrd L. Hall 193 141 93 2 -................ ..-.... ..... ........ 50 1-27-54 D 910-104-2 J, Walliamson Layne-Atlantc Co. 1956 201 B9 18 op, C .aing 3.0 29.35 -15,51 2-17-56 40 2-16-54 Ir 91010-105-1 U. .ol. Survey -..do........... 195 498 152 6 Top, 6-inch 2.7 29.05 ..--.--. .-------. T 910-109-1 Tomoks Land Co. .-------.----.... 1930 131 ---.2 -------........ -.... ..... ...---.. 1 11-30-54 H 910-124-1 .---......---...... .. ...---.... --96 1-1 Tap, pitcher pump 2.7 35 -15.85 4.16-36 10 4-16-56 H 910-125-1 A. MIKay V. 5., Sninaler 1935 107 --6 Tap, csling .0 40.5 -15.40 1-18-51 --.... ----*-* D 910-131-1 0. I. Omand S. Wilon 1947 88 80 2 Top, teL an cseIng .3 ---8.6 1-16-56 20 1-16-56 D 910-131-2 ----do--..... A. C. Jone 1954 116 91 4 Top, caing --.---* .23 1-16-56 20 1-16-56 8 2.8' below land surface 910-131-3 .---do------------do...........1950 125 90 4 Top, elbow on 2.6 ..-3.34 1-16-56 20 1-16-56 1 910-131-4 --------------.-------......... ....101 89 2 Top, reducer on 2,0 .*-2.43 1-16-56 20 1-16-56 N casing 911-059-1 H. Tooke 0. Johnson 1936 157 -. 3 -.........--...------. ...... -----... .1,730 2-14-56 Ir

PAGE 45

Table 1.--Continued W water level Chloride content SI I I! I j §' i I 911-059-2 a. tumpp Daytona Pump Co. 1 192133 94 3 --................ .......... .... .... 110 2-14-56 It 911-059-3 B, L. lakburn ................. 1940 119 91 2 ..........-.......-.... -...--........ 60 2-14-56 Ir 911-100-1 L. Abdo Daytona Pump Co. 1951 108 83 2 Top, caling 0.0 *---3.5 7-17-51 50 3-10-55 IZ 911-100-2 P. G. Winston --..do --.-----.1951 123 100 3 ..........---.... -.... ..... --....... 40 3-10-55 A 911-100-3 J. H. mith -..-do .----... 1951 110 91 3 .-------------. ------.... .. ------5s 3-10-55 It 911-101-1 .R. Cotl 3. Miller 1950 185 -2 Top, tee on casing .8 6 .86 5-10-54 60 5-18-54 D -3.45 1-20-56 .00 12-12-56 911-101-2 G .L, uton .........----... .1945 ..-.. 2 ..--.......---. .-... ....-----. -..-... 80 5-18-54 D 911-101-3 R, 8. Mathia Daytona Pump Co. 1950 160 97 3 -.---------.. ---... -..--.. .------..... 60 3-10-55 A 911-102-1 Belleview Memorial ----do----------1950 143 87 4 .--------------.--.---... ...--.. 80 21-54 It Park 911-102-2 Lakeview Cnmeltry L, Hall 1925 ...... 3 ..---............ .... .... ..... ........ 70 25-54 r Aasoe. 911-102-3 City of Daytona Layne-Atlantic Co. 1955 170 104 8 ..........--...---..... ....--...--... --...... ..-. P Beach 911-103-1 H. Weisa Daytona Pump Co. 1950 --... 2 --.....----..-.........-..---.....--. 40 22-54 P 911-103-2 City of Daytona Libby Freeman Co. 1956 205 110 10 Top, measuring .6 28.44 -20.65 86-56 .----.... '.. P Beach pipe 911-103-3 ----do--. ---..Central Florida 1956 228 108 10 -.do--.........-.... .... ---------. .--.--.----.... P Drilling Co. 911-103-4 ----do-..-.. ----do----.... .1956 225 115 10 ...------..... ..-.. .... ....----. -.. -----... ----.. ---.. P 911-103-5 ---. do------.. ....d ........... 1956 280 135 10 ..-------------..... ..... .. ----------, P---.. 911-104-1 Bll otel 0. Johnlon 1953 120 --2 .........----........ .... .... ..... -----.--.. 7 2 1-4 D L-I I I I L I I I I I

PAGE 46

911-104-2 Volusis County L. Hall 1948180 03 6 .............. --.... ..... ..... ....... 40 21-54 P Kennll Club 911.104-3 92 otel 0., Johnson 1952 167 ... 3 ................ .... .... ............. 5 22-54 P 911-104-4 U. 8. Gool, lurvey Layne-Atlantic Co. 1955 500 115 6 TopC 6Ilnch 2.9 ..* -*..... .... ....... ........ T 911.104-5 -do ....... U. 8, OGol, lurvey 1956 13 13 1t Top, coupling 2.9 ".. '""" ....'" " """".. .0 91.I04-6 City of Daytona Libby & fresoln Ca 1956 201 109 10 Top, nmsaurin "" ... " *...." .""" ." ...." ... P Beach pipe 911-104-1 -...do-........do ........ 1956 210 110 10 --do---........... ....." ....... p 911-104-8 ---.do..---.. Central Florida 1956 217 105 12 "do----...... .-...."........ P N Drilling Co. 911-114-1 Hudson Paper Co. -......----.. 1930 97 -3 Top, casing ,44 -7.26 11-29-54 30 11-29-54 i -8.98 124-56 911-125-1 Saylor's Orove ................. 3.... ... ... 3 --.--......... ... -.. ---... ..10 5-23-.6 D 911-133-1 X. C. Hevman A. C. Jones 1954 200 105 2 -................ -.......... " .. 10,200 3-20-56 H 912-100-1 State Road Dept. Duval Inginoers 1953 90 -* -------... ----... ..... ........ ..T 912-101.1 Beroo Corp, Dayton Pump Co. 1952 130 91 3 Top, coaing .0 -... 1,0 10-25-52 160 11-19-53 A 912-101-2 F, J. Stupka ...-------...... .1910 255 --2 Top, 2-Inch casing .5 --. 9,84 9-10-54 120 11-18-54 N ,91 11-18-54 -3,82 6-19-56 912-101-3 Fla. Power & Light ----.-----.1930 212 --6 ..........----.... ... -..-..---. In Co. 912-101-4 ..do -...---.... .-------.-... 1930 303 .10 -----................ -* ....... .... .---" 912-101-5 ----do-----------.. ---...... 1930 --.... 6 -..-.......-----... .--..-------n 912-101-6 ...-do-... ---------6 ..19.----.-------........ .-... ... .*. .... --n....

PAGE 47

Tab 1. ntnu Mas L 8 I Chlorid cnent| 12-101-7 Fla. Povr1 & Lhe .......*-.... 1930 200 ................. ... .. ........ .... ..In Co. 92101 ......do......... ................. 1930 240 ..6 -.................. .. .. ...--o 1-101-9 ......do......... ...........-1930 240 -.............. -. *. .... " 912-101-10 ......do................. 190 1 60 ---..... ...... .. ........ ..... 310 62-54 I 912-101.....do......... ................. 1930 240 ..... ............. .... .. ... In 912-101-11 ......do-.-1.----..... 1930 240 -6 -.......... .. .. ....In -12-01-13 ..do ...... 1930 240 -* ................. .... .... ... 9 112-01.14..... *do -.--.. 1930 186 .6 .............. ....... --.. ..... ...in 912-101-11 0. CuaL Daytona Pump Co. 1954 113 88 2 Top, 2-lfnch lsing 0.0 -*" -1.00 22-54 60 2254 i 100 22-54 912-101-1 J. s8 ka ....do.......... 1951 133 82 3 ..--.... --.......... ....* ..... 140 3-10-55 A 912-101-17 City of Dayton ............... 10 190 84 4 Top, elbow on di.6 5.2 2.24 1-20-14 110 1-20-14 N leagh .harge pipe 912-101-1 --..... ...... ....... ----. .... 00 86 4 Top. 4-tnh ep on .4 5.3 2.20 12.13.53 150 12-18-53 casin8 912-102-1 ....do........................ 1937 237 84 Top, 6-Lch aslin .0 7.155 .... ...... 1,640 71137 890 82-37 912-102-2 .....--do....----..........--.. 1937 198 95 6 Top, 6-inch to oan .8 9.09 .-**..-100 Lo -39 F ca"ln 150 2-25-54 912-102-3 .....-do--.. ...........-..... 1937 187 118 1 -do............ .8 9.21 ..-....--.0 I -39 130 2-28-54 912-102-4 ..... do ........................ 1937 186 786 -do .--...........--.7 8.93 .6 228-54 120 -39 P 1L0 -28-Z54

PAGE 48

Conkf ild n ae 1 leel rd I ontao 'I S i ' .ii 12102-5 Olty of ayto ................ L937 153 94 Top, '.lah t" oo -8.86 2.8 2-281-4 120 -39 3.4' below lind ecth c-e2L r 160 2128-54 surface *01-6 .-.....--do.-....... ............... L7 191 128 6 .-do--........... .... 9,28 2.4 2-28-3 100 -39 7 1.8' below la 150 2-28-54 surfa. 12-101-7 ........ ........ .l»....9.. 1 19l 1 6t ..10 .*.......... .... ,914 .9 2-28-54 100 -39 1 2.21 below lad 130 2-21-54 lurlfi 12-102-8 ....-. -d ...... -........--.... .1937 188 74 6 '-d ..do.....----.-933 2.4 2-28. -90 *-9 7 2.4' below ld 100 2-28-54 urlac. 912-102-9 .....do......... ........ ........ 1937 203 91 6 -do-.......... .--9.17 2.4 2-28-54 100 -39 I 3.6' balo laud 80 2-28-54 surlac 912-102-10 ...... .2....... .............. 1937 226 -*. 6 Top, 6-lach tran7.0 13.05 -.....-.. .. ..... .-. *lIe pipe 912-102-11 ..... do ...... .M ..VLhan 1943 215 83 6 Top, 6L.sh cOm -4.07 1.5 2-2-541 150 2-25-54 I 2.6' below lnd pniot tlaa gurlufa 912-102-12 ....do........ ...--------... .1943 200 ---. .-do ........-... ..... 5.14 2.8 2*25-54 80 -50 9 3.2' below Laud 90 2-25-54 surface 912-102-13 ......do ..... --...do-...........1943 19 1 5 6 ..do................. -.02 .1.4 2-25-54 60 -50 P 1.4' ablow lad 90 2-25-54 surface 912-102-14 .....--do ......... ....do......---..... 1943 191 91 6 .-do ------........... .. .4.77 2.5 2-25-54 60 -50 P 2.9' below laud g0, 2-2.-34 surface 912-102-15 ....do..do ..... ----do-----... .1943 220 101 6 --do......-...... ...4.62 2.7 2-25-54 100 -50 P 2.5' bhlow lad 130 2-25-54 lurfce 91202-1 02 -----do-----. ....do..---.. .... 1943 167 81 6 ..-do------...... .-.. 4.92 2.6 2-26-54 120 -50 P 1.5' belov land -4.71 6-1e-56 190 2-26-54 surfaci 912-102-1 ....do.--.... ...do...-------1943 1.75 5 6 d..do............-..--4.88 2.4 2-26-54 140 -50 1 2.2' belo laud -5.29 6-18-.6 190 2-26-54 surfae 912-102-1-do.------.--...do........... 1943 168 87 6 --do----.--...*.. --... 5.12 3.4 2-26-54 150 -50 1 2.6' belw land 190 2-26*-4 surface

PAGE 49

|I... _ia____ __----Wte_ __ _Chlorld con te mc h I 200 -! P is If 912.02.1c9 ly .fl Dan ..v.hn 6 1 *' 194 16 -Iln .31. 8-18-26 200 2.26t54 a 1hla 91210220 --do -.......... 1943 16 1 6 --do............ .... 4.70 1.8 2.26-54 200 2.26-54 1 0.5 below land 912-102-21 ""do""" I. ll 1949 162 84 6 Top, concrgto 2.0 10.52 .*---. 130 3.31-54 P 210222 ----d .--d-.. -do-.....1949 198 78 6 t .do.l.-----.-10.52-.--. 90 31-l-54 912-102-23 .--do ...... --. do do -1949 165 80 6 .do.--.-..--10.52 ........ SO 3-31-54 92*101*M *---doe-------d.-.1949» 19 80 « **doI*----* *10.52 .--** 2 80 3.31.A 912-1022 -..-do .............do..........194 164 96 .do--................ 10.32 ...........24 912102-2 .....do..........-.... do-..........14 93 6 ..do......-----.... .. 10.52 .... ....... 1 -4 40 3-31-54 12-10 ....do............ .do .... .......... 194 ............ 2.0 10.2 ...... -.60 2854 60 3-2L-34 912-102-1 --..do........... ...." ...... 1949 165 96 6 "-do.. ..... .. .10.2 .... ....... 6 2-24 2-02-29 --.do........--. --do.........1949 160 92 6 -do -....-...... .. 10. ............ 0 .2-2-4 30 3-31-54 912-102.30 W. T. HaTrrl W. T. HarriT i ---* Ilk .-........-..... .. -..-.... --.. 60 62-.4 t 912-102-31 D. Finkll Daytona lump Co. 1954 122 85 2 Top, casing .0 .-.00 22-54 70 12-34 I 912-102-32 .A. Deoram ---...-....--..... ..134 .2 top, 2-ltnh casing 1.2 6 .8 2-l1860 2-18-54 8 -5.20 6-14-36 -.24 12-13-56 912-102-33 --do--..... .......-..... ---100 -2 ................ --" -.110 2-18-4 5 912-102-34 0. 8. labrough I...---.......--.. 188 18' 2 -----...........---..----i -i---50 7-13-54 II

PAGE 50

Table 1.-ContnuI WLir lev.l Chlor content _i __ ___ _fi _ ». i J I3 912-102-35 City of Daytona Layne-Atllnti Co. 1955 200 O110 8 Top, coment pump .... 4.07 .... ........ .. ...... p Beach base 12-102-36 .....do-------. ---do--19.5 1060 9418 --do--------.---......... ........ ......... 912-102-37 ----do --....... .do·....... 1955 160 96 8 --do-----------.... 8.25 ....--. ......... 912-103-1 I. W, Tomlln Daycona Pump Co. 1953 170 111 2 Top, casing 0.0 **** -27.50 7-27-53 40 5-24-54 Ir 912-103-2 C. X. vwindLa .....-------....* ,114 94 4 Top, concrete 1.4 37 -37.01 7-11-54 ---........ pump sump -33.76 6-20-56 -30.21 12-12-56 912-126-1 t. J. Turner A. C. Jones 1948 ----3 *------------*---**. 10 5-23-56 In 912-126-2 J. C. Hayfiald S. Wilson L943 136 .-2 --------........... ----. --.. -... ..... 10 5-24-56 D 912-126-3 G. Lukokis A. Jones 1941 126 105 2 Lind surface .0 58 -------........ 912-127-1 H. J. Turner D. B. McDonald 1956 115 100 2 Top, 2-inch caeing .2 --. -17.49 5-23-56 10 5-23-56 D 912-127-2 W. N. Spindler A. C, Jones 1944 110 90 2 ----------------------.. --------.. 10 5-24-56 D 912-127-3 1. White ..--.----1953 137 90 2 Top, 2-inch casing .8 56 -19.39 5-24-56 10 5-24-56 N 912-131-1 H. A. ESell H. L, Demon 1955 90 --3 Top, 3-inch casing 2.2 .---1.62 3-20-56 7,100 3-20-56 N 912-131-2 North ----do----------------3 Top, 3-inchoupling .4 ---.94 3-20-56 330 3-20-56 N an casing 912-132-1 E. C. NaIman S. C. Neuman 1954 18 18 2 Top, 2-inch casing .9 --.-4.52 3-20-56 170 3-20-56 N 913-100-1 H. J. Green Daytona Pump Co. 1954 175 95 4 Top, 4-inch casing .0 11.13 -8.48 106-54 150 104-54 A 180 104-54 330 105-54 270 106-54 913-100-2 H. J. Green --..do-.---... -1951 152 108 3 --------------------------------..... ... . 913-100-3 -.----do ----------do.-----151 177 104 4 ----------------------.-....... --. .. ....... A

PAGE 51

Table 1.--Continued S C.n Masurin on content ° lee Chlor I le o I _ i 1 ~i j i M _ I| 913-100-4 A Ibner Daytona pump Co. 1954 96 9 2 Top, 2-nh oaing 0.0 -.... 2.00 -26.... ...... I 913-100-5 Sunshine Mn ole ..--.do--1957 175 102 4 Top, 4-inch aing 1 .... -10,76 1-19-7 .... ....... A 913-101-1 Deb Jabaly's Sons L. all 1954 176 90 6 Top, 6-inch caing .9 ...1.40 24-54 120 23-54 In 913-101-2 R. Clancey -----. .-1915 149 -3 Top, 3-inch ealing .4 .....92 12-1054 90 12*10-54 N .00 6-19-56 913-101-3 St. Paul's Chutch Daytona Pump Co. 1953 135 85 3 -------------.... ---.... ........ 80 38-55 A 913-101-4 State oad Dept. ---------...... ... 108 0 0 .............. .... ........ ........ ..... ...... I 913-101-5 City of Daytona ................. ..2-29 86 6 Top, 6-inah oasinl 3.8 11.46 .......... .. .... Beach 913-102-1 F. Wetl , lton ... 100 ... 3 ---.......--.. ... -... .... .... ........ 14o 2-17-54 Ir S 913-102-2 ....do-.. ..---do--------.... 120 6 Top, 6-inch casng 2.0 11 .10 2-17-54 90 2-17-54 8 -4.29 6-19-56 913-102-3 J. R.,Wadha Co. 0. Johon --.. -3 ......--.... .... ... ..... .. ........ -80 35-54 I 913-103-1 Culligan Water Co. Daytona Pmp Co. 191 133 101 4 Top, 4-inch casing .0 .1.20 2-18-16 60 1-18-56 In 60 1-10-56 60 1-18-56 60 1-19-36 913-103-2 J. R. Wadkline .Jomhnon .... 240 112 .--.............. .... 1 .1.56 126-56 60 35-54 Ir 913-103-3 .....do.-.... ----do---------1951 154 110 2---------------------------------60 35-54 Ir 913-115-1 Adams Drilling Co. Libby & lreeman C 1948 158 74 4 Top, eaing 1,3 35 -4.41 1-18-55 30 1-18-55 N -6.11 6-14-56 .-.13 126-56 913-118-1 UV 9. Corp of U 8. S.Curp of .-146 -6 Top, easing -*-41.9 -15.41 4-12-56 20 4-12-56 N 3,0' belov land Engineers EngIneers -13.76 126-56 surface 913-119-1 a. Clifton 8. Wilson 1946 117 90 2 ------------------------------10 49-56 D

PAGE 52

Table 1, G-onltnuia e '. l oM t Clod sn aaaint _ _I _l I tI I a II 13-127-1 0. .Camp A. Jonel -273 110 I Land lsurfac 0.0 71 ...* -... ...... . 914-101-L City of Daytona W. Kolton 1929 -* ................. ..... 0 .... 3. .2-54 P 914-101-2 ---. do--.. .--do ...-..... 919 29 ----............... ............ 130 32-54 P 914-1013 --5 .do--*..... ..-.. do .---.... 1929 ....* -"-------.--.. ...-....... 10 32-54 P 914-101-4 ---do---.---do -------1929 --...............-..-......-----. 120 32-54 914-101-5 -*-do4---* *-do*----* 1929 -----------------. 190 32-54 p 914-101-6 -do*---6-do-----1929 -6 -* *---3-* *-----30 32-54 f 00 914-101-7 ----do---------do--------. 1929 --.------.... ....... ..-.---... 680 32-54 P 914-101-8 B. I. Daver Daytoa Pump Co. 1949 154 94 3 Top, 3-aich casin .2 ----6.50 12-28-49 100 27-55 IV 914-101-9 Siaara Motel --do-----1952 112 94 2 Top, casing .0 12.09 -8.00 7.11-52 ...-.. ...A 914-102-1 City of Holly H11 L. Bll 194 225 -6 -----.-... .. ---..11-16-54 p 70 9-50 70 4-50 914-102-2 do---d------do---------1942 225 ...-6 ..--------. .-------.----...... 70 11-16-54 P 60 4-50 914-102-3 -do------.do-----1942 225 -. 6 ---------------------.--70 11-16-54 P 914-102-4 J. 8. Probat Daytom Pump Co. 1952 100 83 2 -----------------. -I --. .-------.. 110 38-55 Ir 914-102-5 8. L. Morgan ---do-------1954 118 94 2 Top, 2-inch casin .6 --7.50 3-30-54 70 38-55 It 914-102-6 City of Holly 111 Central Florida 1955 230 107 8 Top, 8-inch cinas .7 18.74 -20.30 6-19-56 70 9-27-55 I Drilling Co. 914-102-7 T. Travlls .....----------. --129 --1t Top, %l-inchcain .5 --1.8 3-13-56 .-----Ir 914-102-8 1. il ................. ----1925 125 L-2 2 ..----............-.... .--.. --.. -...... 0o 3-13-36 Ir

PAGE 53

Table 1. -C-onnued * Cs nM HmMEuriMn aoint S -a ,,o level Chlorid. content -1.27 126-56 914-103-2 G. Shotwell ...----...--.. 1950 167 --6 Top, 6-inch casing 1.0 ---7.00 34-54. 70 34-54 Ir 914-103-3 S. B. Trew G. Johnson 1948 148 84 2 Top, casing .4 .--. 1.40 34-54 90 34-54 D 914-103-4 Bihop's Dairy Co. --.....-.......---..--. -. .. 2 Top, discharia .0 --.1,60 34-54 110 34-54 8 p ipe 914-104-1 Bratcher Daytona Pup Co. 1952 150 113 2 Top, 2-nch casing .2 .--27.0 7-11-52 40 35-54 D 914-104-2 .C. Fulk ....--.....-------.. 1952 37 37 2 -................. .... .. .. .. .. .. .... 30 38-54 D 914-107-1 V. Rush .............. ----... .--..2 Top, 2-onch te 1.6 --2.89 3-15-56 30 3-15-54 D 914-126-1 D. G. Hanson A. Jonee 1939 150 100 3 Land surface .0 52 ..................... 914-127-1 2 .Bead D. 5. McDonald 1956 147 104 2 Top, casing ,0 76 -47.00 68-56 6... -8-56 D 915-101-1 R. Plaicker Daytona Pump Co. 1951 160 99 4 Top, casing .3 .... -10. 73.51 70 27-55 Ir 915-101-2 H. 1. Joynt ---.do......... 1951 128 87 4 Top, tea on casing .6 .*.. 1.14 27-55 70 27-55 Ir 915-103-1 Riviera Hotel ...-............. 1929 170 95 6 top, casing 1.4 .... .95 113-53 100 113-53 N -3.92 6-14-56 -3.85 6-25-56 915-106.1 B. Fairolouth --............... ... ... ... 2 ................. ................... 140 38-4 D 915-106-2 1 .G. MNeil 8. Wilson 1950 155 90 2 -------........ ..----..--.... ........ 120 3 8-54 D 915-106-3 J. H. Adams -.....----....... 1940 140 -2 .4.......----.... ....... ... -.. 160 129-54 D 915-107-1 .0. Drake ---...---... ..... 1910 130 85 2 Top, 2-onch tee .2 -... 2.60 12-16-53 120 12-16-53 D 915-107-2 .... do--........ .......... -1927 131 90 2 Top, casng .3 .... 4.34 12-16-53 110 12-16-53 R 0,3' below lind ur, ace

PAGE 54

blo ,I e n"' tnued 915-101-3 .S. Worthington ................. 1900 187 90 4 Top, elbov an 12,0 12. 054 11-21-54 60 11-22-54 o sinu -2,59 6-14-56 915-107-4 , .H ull J, Miller 1956 127 107 2 -*do------1.7 .... 3,71 3-14-5. 60 3-14-56 D 915-109-1 I. Cherry .................1946 45 45 10 -.... ... ........ .... .... ...... 40 12.16-53 D 915-111-1 H. .C one 0. Johnson 1951 ... ... 2 ............... ... ... ....... 60 11-22-54 D 915-132-1 Union Paper Bg Co. A. 0. Jones 1936 116 90 2 ................ .... .... .... ........ 5,100 39-56 n 915-132-2 -----do-...... ....do........ 1936 126 90 2 Top, casing .0 4 1.08 39-56 3,150 39-56 n 915-132-3 --...do........ ....do.......... ..-. 47 47 I -.do............ 3,7 .... -,26 39-56 ..... ........ N 916-102-1 lllnor Daytona Pump Co. --. .... ... 2 ..........----.. ..... .. .... ........ 100 61-54 I 916-103-1 City of Ormond ................ 1934 190 " 6 ................. .... .... .... ........ -200 11-16-34 1 0 Beach 916-103-2 ----do------------------1934 190 -6 -----..... .... ----------.... ------22.0 11-16-4 916-103-3 -----do--.----------------1934 190 --6 --.---...----.. I .... .... -.---...... 190 11-16-54 P 916-103-4 .-do---.----....... .....-.--. .1934 190 --6 --------------------.----....... 200 11-16-54 P 916-103-5 J. J. Reynolds DayCona Pump Co. 1950 127 87 2 Top, elbow on 1.0 -2.08 1-10-55 100 1-10-55 Ir cassing 916-104-1 LL, .North --..do -------. 1953 125 73 3 Top, 3-inehcouplni 1.0 2 3.12 1-10-55 110 1-10-55 Ir -.40 6-13-56 1.78 11-28-56 916-104-2 Beesley .......----...... .... ... ... 2 ..do........---.... .... 5.06 1-10-55 100 1-10-55 3.0' below land 916-105-1 X. Davi. R. Davis 1939 57 57 .......--.-------..... .... ........ .... 30 129-54 D 916-105-2 ., MHNiLel ................... 129 ... 2 Top, tee on casng 1.3 B 1.81 12-21-54 140 12-21-54 H -1.14 6-13-56 1.28 11-28-56

PAGE 55

Scn no Heaurini oinla aWater levol ChlorLid cont en r " g a a 1 J_ 916-106-1 F. Rivell R. Davis --*28 --2 -----------.-.. -----... ----.... 20 129-54 D 916-106-2 ................---------------1954 92 --2 Top, casing 0.1 ..---.. 7.82 12-21-54 110 12-21-54 N 916-112-1 0. Hull Shiles 1951 170 --2 Top, tee on 1.8 ----1283 11-22-54 60 11-22-54 D casing 916-.28-1 -----------------------------.... 104 --0 2 --do-----------.7 36 -15.30 3-19-56 10 3-18-56 N -2.83 6-12-56 -1.02 124-56 917-103-2 M. N. Carroll .----.....--..........1930 121 92 2 Top, casing 1.1 3 2.30 11-20-53 150 11-20-53 1N -2.15 6-13-56 917-104-1 J. B. Sterthaus H. Hydar --200 -2 ------------------.... ........ 80 129-54 S 917-104-2 -----do----------do----------200 --2 Top, elbow on .9 ---2.39 129-54 100 129-54 N casing 917-106-1 M. Haven --------------...... --2 -------------.... -----.---. .......130 3-15-56 D 917-128-1 .Covert ..-----.. --.... .1935 180 --4 Top, 4-inch casing 3.0 17.9 6.50 88-50 20 5-22-56 N 917-128-2 IW, Fairclough ----------------. 136 1 -2 ---------.... -... ... I ... -.......10 67-56 D

PAGE 56

Sie i Le a e urin i L In g Ig e I IhIIrld content' 18O102.1 Kuler J. Miller 1953 168 94 4 Top, tee on caing 0.5 -... .8,0 95-53 160 11-19-53 ir 918-102-2 Ellinor Village Daytona Pump Co. 1951 192 95 6 ---....-.......... .... .... .... ........ 180 11-24-53 Ir Golt Course 918-103-1 H. J. Dowd ----do.--..--........115 66 2 Top, valve 1,6 .... .9 11-20-53 190 11-20-53 Ir 918-103-2 C, W. Thacker ....----do------do ..138 95 2 --...............-----------........ 110 11-20-53 918-103-3 D. Norton ---.do------.. .1952 144 98 3 .................I .... .... .... ........ 150 11-23-53 Zr 918-103-4 , p, P.eloy ---.do..-------. .1950 98 95 2 Top, tee on casing .3 4 2.2 12-14-53 190 12-14-53 D 1.20 6-13-56 .41 11-28-56 918-103-5 H. H. Beatty ................. 1950 23 23 I -................ -.... .... ... -..-...... 40 12-14-53 D 918-103-6 I. J. Sheriff Hale 1952 149 88 2 ------.............. ... ---.... ........ 180 12-15-53 D 918-103-7 C. F. Ludwig 0. Johnson 1951 135 --2 ................. .... .... ... ........ 160 12-21-53 It 918-105-1 A. T. Merrill J. Miller 1947 118 2 Top, casing .4 18 -7.90 12-10-53 30 12-10-53 N -12.12 6-12-56 -9.98 11-21-56 918-105-2 C. .. Flint .Johnson 1953 40 40 1k ................. .... .... ---.-------. 40 12-10-53 D 918-105-3 0. rants ---------------.... 167 90 4 ...-........ -.... I ...... .... ........60 12-10-53 D 918-105-4 A. T Merill ........----....... 1930 --. -. 2 Top, 2-inch stand 6.9 --.. -1.20 12-11-53 250 12-11-53 D pipe 918-105-5 P. Drumnnond ................. 1944 90 --2 Top, dicharge .6 --.. 1.65 12-11-53 170 12-11-53 D pipe 918-105-6 X, Anderson ----------------. 1950 120 --. 2 ...........-.............-150 12-11-53 D 918-106-1 A. Oetinger Daytona Pump Co. 1952 127 94 2 ................. .... .... .... ........ 100 122-53 D 918-106-2 .....do---.... ................. .... 18 18 1t ................. .... .... * .........-.. 190 127-53 N 918-106-3 J, Slovak G. Johnson 1952 134 90 3 --..-....------..... .... ....-------240 127-53 Zn

PAGE 57

ng Measuring point -eefi Jt -ntWate level Chlu.rid content S ne ° su ace 18-132-1 .Corps o ..C15512 p i 110 .3 971 2276 10 2-2 6 T Eng:ineers Eng neers S: 1 -A L9B-127-1 R H. -------ru -. ------n 1. 132 --2 Top, 2-nch casing 0.8 46 -21.45 5-28-56 -------1-3 919-10-2E, D. Peterson E. Hailton 1927 134 --3 Top, casing .6 48 -21.49 2-27-56 30 2-27-56 0 91-L29-1 --------------------------17 16 24 Top, cement well --57 -16.91 65-56 --------N 0.8' below land liner 16surface 918-132-1 U4 S. Corps Do 0. 8. C ops of 1-155 126 6 Top, casing 11.0 14.3 -9.71 2-27-5510 2-27-53 1 Engineers Engineers 4L9-103-5 R. H. Bruce G. Johnson 1953 140 -1 2 Top, tee on csing 1.0 ---...---------190 11-16-53 Ir 919-103-2 Pan-Ormond Lab L. Hall 1953 190 -3 Top, casing --.4 11-19-53 220 11-19-53 r 0.8' below lnd surface S 919-103-3 G. Vix S. Wllson 1 5 1942 125 -. 2 --------------..---. -...--------280 122-54 Ir 919-103-4 H. Swanston Dytona Pump Co. 1953 127 106 2 -------------------------. ----...290 11-18-53 Ir 919-103-5 0, C. Fowler C. Johnson 1953 16 16 2 ---------------.. -----------19--140 122-54 Ir 919-103-6 J. H., Morecon Daytona Pump Co. 1954 104 100 2 Top, casing .0 -----1.5 1-1:-54 240 121-54 Ir 919-103-7 G. Lasher ---o--------1951 137 92 --------------------------..... 190 121-54 Ir 919-103-8 ..h Richardsenb -------------195 117 982 --------------------------.------4 180 121-54 919-103-9 H. Cahon ...-d ---------------116 97 --2 -----------------. -------.. --------. 210 124-54 919-103-1 W. C. Petry ----d..----------......... 1952 128 98 2 ------------------------------------I190 124-54 Ir 919-03-11 R. K. Sllvey 0. Johnson 1954 150 -2 --------------------------------......260 124-54 Ir 919-103-12 1. Whittenberg .-------------------13 --2 Top, casing .2 -----7.89 124-54 20 124-54 K 919-103-13 ---------------------------------------2 --------------------------.. -------240 124-54 in 919-103-14 G. Nielson .--....------.. .. 1954 17 17 1 ----------------------------....10 12 1 4-54 Ir 919-103-15 B. VandeCarr C. E. Luts 1954 25 25 1k --------------------.------. 4 0 124-54 Ir

PAGE 58

i o a ._Wtur Luvui a liLtr u conunt aI 1. / ?.;5 / r ^ 3 919-104-1 0. i, Broun W. Melon 1934 172 87 3 Top, casing 0,2 2 4, 0 12-21523 260 124-53 D 1.19 6-13-56 2,39 11.28-56 919-104-2 A. R. Van L .nnop ................ .... 136 ... 3 Top, cn oasing .4 ---. 3.20 12-23-53 330 12-23-53 In 919-104-3 Florida Forest U, 8, Cool, Survey 1957 93 0 34 Land surface .0 .... .... .... .....-........ T BerviceB "' 919-105-1 Americn Develop .--.... ---... .... ... .. 2 Top, 2-inch .0 2 6.12 8-26-54 290 8-26-54 N ment Co. coupling 4,49 6-12-56 6.62 11-21-56 919-105-2 ..do------------------------... 126 --2 Top, casing 1.7 ---1.95 3 8-56 180 38-56 N 919-105-3 .--.do--..--................. .. 122... Top, reducer on 1.6 .... 1.6 38-56 .... ....... N casing S 919-106-1 Jckionville Vanes Daytona omp Co. 1953 1 105 3 .--..---....... .. -.... .... ... -....... 60 127-53 In 919-106-2 American Develop-. .... .------.. .. 180 -Bottom, 2-inch te .5 --1.1 3 756 .-.... -----N 919-106-3 World Color, Inc. Daytona Pump Co. 1957 190 106 6 Top, casing 1.3 29 -11.00 8-29-57 160 8-29-57 In 919-107-1 American Develop--do..-----1954 154 105 2 -do------------.2 --11.71 11-17-34 80 11-17-54 8 919-107-2 ----do--------do------..... 1954 154 103 2 --do-----------,2 ..---17.20 11-17-57 120 11-17-54 s 919-125-1 R. Nolan U. S. Corps of 1935 138 --6 Top, 6-inch casing 1.1 24.38 -------------------..... Engineers 920-104-1 W. Fenton .-------------1948 116 88 2 Top, stand pipe 4.2 9 -2,20 11-17-53 1,620 11-17-53 N -4.97 6-13-56 -4.03 124-56 920-104-2 Florida Forest U. S. Geol. Survey 1957 93 0 3 ------... .. .... .... .... .... ... Service T

PAGE 59

Table 1. -Continued Ca.SR MIeasurin-. o t -.lvl Chlor onant I I i I ,. 8 Ai lel o content 20-103-1 Florida Toraet IDytona Pump Co. 136 95 3 Top, tee on caming ...* ".. * ..** 1,320 12-14.-53 0.1' below land Service ur1ce 920-105-2 ----do--..... -.................--25 25 2 ................. .... 17.88 ............ 40 12-14-53 D 920-105-3 .....do....-... .. -----.--.1954 137 91 2 Top, 2-inch e b .0 11.45 1.56 9-20-54 1,110 9-20-54 P 920-105-4 --.--do-......U, .Geol. Survey 1957 68 0 34 Land surface .0 10 ..----*-... .. -------T 920-105-5 --do---------.. do ..---..... 1957 83 0 3k Land surface .0 10 ... ....--... ---. ...... T 920-105-6 ---do-------do------------1957 93 0 34 Land surlace .0 11 .----.-------.--------. T 920-105-7 -do.....-------..do---.---... .1957 93 0 3I Land lurface .0 8 .----... ------.... .-.----920-105-8 --do--------. ----.do.------.. 11957 93 0 3I Land surface .0 9 .. ........ ....-...... T 920-105-9 --.. do.---------d..........---1957 93 0 3k Land aurface .0 6 .... ............. .......T 920-105-10 .-d--o...--.... ..-do..-----1957 93 0 33 Land surface ,0 12 .... ........ ..... ........ T 920-105-11 .----do.....-...... do.-----.--1957 90 0 3k Land surface .0 10 .... ........ ..... .-.....T 920-105-12 ....do.-----.... ----do------.... 1957 93 0 3A Land surface ,0 7 .... ........ ..... ........ T 920-105-13 ..-.do------.... --....do......... -1957 93 0 314 Land lurface .0 2 .... ........ ..... ........920-10 American Develop.............-1-927 127 ... 2 Top, discharge 1.3 .... .... ........ 100 113-53 D ment Co. pipe 920-106-2 --... do -....---. --.--........... -108 --2 -d------..... ,0 12 1.31 37-56 90 37-56 N 920-106-3 --.. do--------....-----------. ------2 Top, casing .2 ..... 1.55 37-56 90 37-56 S 920-106-4 -do.--------..--------.. ----....--2 .-------....-...... .... ..... ..... .-....... 90 38-56 920-107-1 R. N. Tolbor ----------....... 19340 40 0 2 ..............------... --..------. .60 127-53 D 920-108-1 e. McMillan G. Johnlon 1950 125 --2 .-----------... -.... ......--. ....-100 122-53 D 920-108-2 I. Clark Daytona Pump Co. 1951 110 97 2 --...-............. .... .... .... ........ 1 50 122-53 D

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T0l14 i, Contlnm ed 9Cas0 .n Moasp u ina oon.t ai ? ^ Chlori c n cn it 920132-1 ..-........... ................ .... 106 --2 Top, Cs nl 0.6 .... .97 3-18-56 60 3-*18a-5 921-104-1 F. ., Norduan .--....-........ 1923 13 --36 Top, wall of well 1,1 10 8.,60 1.1653 90 11.1653 Zr -7,41 6-13-56 -6,31 124-56 921-104-2 -do ....----................ 1944 90 --2 Top, caing .4 .... -6,3 11-16-53 1,020 11-6-53 N 921-1D4-3 i, .St1es L, Ra11 1953 127 107 2 Top, casing .3 .... 1.4 11-17-53 1,690 11-17-53 I 921-10-1 Florida Forest ................ .... 120 87 2 Top, easing .8 ... -1.9 5-31-54 240 5-31-54 N Service -5.42 6-12-56 921-105-2 ..... do-..... ---------------1954 144 91 4 Top, 4-Lnch casing .8 19 -7.8 9-20-54 330 9-17-54 P 921-108-1 Bt load Dept. .. --............ ....--100 --4 Top, 4-inch .4 27 -3.74 15-55 30 13-35 N coupling -4.13 11-20-56 921-129-1 ---.. -................ ....... --4 ................ .... .... .... ....---.. -------10 65-36' N 922-104-1 H. .Jones Dayton Pump Co, 1953 113 90 2 Top, csing .9 5 3.35 11-18-53 640 11-18-53 D 1.27 6-13-56 1.51 124-56 923-107-1 W. M. Wahlicad -............. 1930 40 --3 ----------....... ......... ..... ........ 140 12-10-53 D 923-107-2 ...do .......d..............-1930 100 --4 Top, elbow 2.8 8 7.8 12-10-53 230 12-10-53 8 3.02 6-12-56 2.34 11-20-56 923-108-1 .....do------------------........ 25 25 1 -------------..... ..---.. .... ---------40 12-10-53 D 924-106-1 J, D. Wadkins ....-.....-...----... 82 --2 Top, coupling .7 6 8.2 11-11-33 1,280 11-11-33 D 3.42 6-12-56 3.81 11-20-56 924-106-2 E. N. ead Daytona Pump Co. ---86 --2 Top, discharge 1.1 ... 6.8 12-22-53 1,370 12-22-53 N pipe 924-106-3 G. C. ithan ...........-------.... ---16 -4 Top, discharge .7 8 5.23 11-11-53 630 11-11-53 N valve .95 6-12-56 924-108-1 Va.,. Wek. ................ 1909 88 .3 ............... .... 2.48 1-20-5 3 116 ._...._.-------01 11-11-53, 0

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TABLE l.--Continued Well No. Location 840-058-1 3.87 miles southeast along State Hwy. 46 from bridge across the St. John's River, 137 yards southeast of south edge of State Hwy. 46. 840-058-2 3.87 miles southeast along State Hwy. 46 from bridge across the St. John's River, 55 yards southeast of south edge of State Hwy. 46, 843-101-1 0.76 mile southeast along State Hwy. 46 from bridge across the St. John's.River, 1.84 miles north along a shell road, 450 feet west of shell road in a citrus grove. 844-101-1 0.76 mile southeast along State Hwy. 46 from bridge across the St. John's River, 2.13 miles northwest along a shell road, 90 feet north of shell road. 844-101-2 0.76 mile southeast along State Hwy. 46 from bridge across the St. John's River, 1.90 miles north along a shell road, 900 feet north of the shell road, at north edge of a citrus grove. 846-101-1 2.39 miles vast along State Hwy. 410 from Maytown, 4.24 miles south from State Hwy. 410 on a shell road, well is on west edge of the shell road. 847-051-1 4.15 miles south along U. S. Hwy. 1 from Oak Hill, 1.16 miles south from U. S. Hwy. 1 along a shell road, 165 feet east of the shell road in a citrus grove. 847-100-1 2.39 miles west along State Hwy. 410 from Maytown, 1.84 miles south along a shell road from State Hwy. 410, 840 feet west along an abandoned railroad from the shell road, 64 feet south of the abandoned railroad. 848-052-1 1.45 miles north along U. S. Hwy. 1 from the Brevard County line, 30 feet west of the west edge of U. S. Hwy. 1, 2 feet east of the east edge of a concrete swimming pool. 848-052-2 3.91 miles south along U. S. Hwy. 1 from Oak Hill, 1.22 miles west along a shell road from U. S. Hwy. 1, 230 feet south of the shell road in a citrus grove. 848-052-3 3.91 miles south along U. S. Hwy. 1 from Oak Hill, 1.22 miles west along a shell road from U. S. Hwy. 1, 140 feet north of the shell road in a citrus grove. 848-059-1 2.39 miles vest along State Hwy. 410 from Maytown, 1.08 miles south along a shell road from State Hwy. 410, 170 feet west of the west edge of the shell road. 848-107-1 1.36 miles south along State Hwy. 415 from Osteen, 3.64 miles east along a shell road from State Hwy. 415, well at southeast edge of a parking lot. 848-107-2 1.36 miles south along State Hwy. 415 from Oateen, 3.52 miles east along a shell road from State Hwy. 415, 20 feet east of the shell road. 848-107-3 1.36 miles south along State Hwy. 415 from Osteen, 3.66 miles east along a shell road from State Hwy. 415, 60 feet east of the shell road, in a boat shelter. 848-107-4 1.36 miles south along State Hwy. 415 from Osteen, 3.50 miles east along a shell road from State Hey. 415, 1 foot west of northwest corner of a house on east side of the shell road. 848-111-1 0.52 mile north along State Hwy. 415 from a bridge across the St. John's River, 100 feet southeast of south edge of State Hwy. 415. 849-052-1 3.91 miles south along U. S. Hwy. 1 from Oak Hill, 0.50 mile west along a shell road from U. S. Hwy. 1, 0.46 mile north along a trail from the shell road, 660 feet east of the trail. 849-052-2 3.91 miles south along U. S. Hwy. 1 from Oak Hill, 0.50 mile west along a shell road from U. S. Hwy. 1, 0.51 mile north along a trail from the shell road, 50 feet west of the trail. 849-111-1 1.52 miles north along State Hwy. 415 from a bridge across the St. John's River, 30 feet northwest of the north edge of State Hwy. 415. 850-104-1 4.67 miles east along State Hwy. 410 from the intersection of State Hwy. 410 and 415 at Osteen, 165 feet north of the north edge of State Hwy. 410. 850-104-2 4.53 miles east along State Hwy. 410 from Osteen, 0.65 mile south along a shell road from State Hwy. 410, 60 feet east of the shell road. 57

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TABL 1. --Continued Welt o._ Location 850-106-1 3.31 miles east along State Hery. 410 from Osteen, 0.38 mile south along a shell road from State Hwy. 410, 150 feet east of edge of shell road. 850-109-1 133 feet northwest of the intersection of State Hwys. 410 and 415 in Osteen, 12 feet east of the east end of the maintenance building of the Florida State Road Department shop. 850-109-2 0.17 mile south along road to Lemon Bluff from State Hwy. 415 at Osteen, 140 feet west of west edge of the Lemon Bluff road. 850-118-I 0.38 mile north along U. S. Hwy. 92 from a bridge across the St. John's River, 0.09 mile southeast along an asphalt road from U. S. Hwy. 92, 130 feet northeast from the asphalt road. 850-118-2 0.38 mile north along U. S. Bwy. 92 from a bridge across the St. John's River, 0.52 mile southeast along an asphalt road from U. S. Hwy. 92, vill is in edge of river at end of asphalt road. 850-118-3 0.47 mile north along U. S. Hwy. 92 from a bridge across the St. John's River, 0.09 mile west along a secondary road fro U. S. Hwy. 92, 0.13 mile northwest of the secondary road in the northwest corner of a pasture. 850-118-4 0.47 mile north along U. S. Hwy. 92 from a bridge across the St. John's River, 0.17 mile west along a secondary road from U. S. Hwy, 92, well is on the north shoulder of the secondary road. 850-118-5 0.66 nle north along U. S. Hwy. 92 from a bridge across the St. John's River, 70 feet east of east edge of U. S. Hwy. 92 under porch of owner's house. 850-118-6 0.63 mile north along U. S. Hwy. 92 from a bridge across the St. John's River, 50 feet south of a house on the east side of U. S. HBy. 92. 850-118-7 0.60 mile north along U ..y. 92 from a bridge across the St. John's River, 20 feet east of U. S. Hwy. 92 and 5 feet south of a driveway. 850-118-8 0.49 mile north along U. S. Hwy. 92 from a bridge across the St. John's River, 110 feet east of U. S. Bwy. 92 at the northeast corner of a house. 850-118-9 0.45 mile north along U. S. Hwy. 92 from a bridge across the St. John's River, 50 feet east of the east edge of U. S. Huy. 92, 30 feet north of the northwest corner of a house. 850-118-10 0.41 mile north along U. S. Hwy. 92 from a bridge across the St. John's River, 30 feet east of the east edge of U. S. Hry. 92. 850-118-11 0.38 mile north along U. S. eBy. 92 from a bridge across the St. John's River, well is at the southwest corner of owner's garage. 850-118-12 0.38 mile north along U. S. Hwy. 92 from a bridge across the St. John's River, 0.13 mile southeast along an asphalt road from U. S. Hwy. 92, 125 feet northeast of the asphalt road. 830-118-13 0.38 mile north along U. S. HIy. 92 from a bridge across the St. John's River, 0.19 mile southeast along an asphalt road from U. S. Hwy. 92, 20 feet east of house. 850-18-14 0.38 mile north along U. S. Hwy. 92 from a bridge across the St. John's River, 0.29 mile southeast along an asphalt road from U. S. Rwy. 92, 140 feet east of a curve in asphalt road. 850-118-15 0.38 mile north along U. S. vHy. 92 frso a bridge across the St. John's River, 0.16 mile southeast along an asphalt road from U. S. Bwy. 92, 90 feet west of the asphalt road. 850-118-16 0.38 mile north along U. S. Hwy. 92 from a bridge across the St. John's River, 0.06 mile southeast along an asphalt road from U. S. Huy. 92, 75 feet vest of the asphalt road. 850-118-17 0.72 mile north along 0. S. hry. 92 from a bridge across the St. John's River, 110 feet west of the west edge of U. S. Hwy. 92. 850-118-18 0.69 mile north along U. S. Hvy. 92 from a bridge across the St. John's River, well is located inside of owner's garage west of U. S. Hwy. 92. 58

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TANL 1.--Continued Well No. Location 850-118-19 0.66 mile north along U. S. Hey. 92 from a bridge across the St. John's River, well is in the rear of owner's house west of U. S. Hwy. 92. 850-118-20 0.46 mile north along U. S. HBy. 92 from a bridge across the St. John's River, 60 feet vest of vest edge of U. S. Hwy. 92. 850-118-21 0.43 mile north along U. S. HBy. 92 from a bridge across the St. John's River, 5 feet west of a house on the vest side of U. S. Hwy. 92. 850-118-22 0.41 mile north along U. S. Hwy. 92 from a bridge across the St. John's River, 180 feet vest of the vest edge of U. S. Bwy. 92. 850-118-23 0.39 mile north along U. S. Hwy. 92 from a bridge across the St. John's River, 210 feet west of the vest edge of U. S. Hwy. 92. 850-118-24 0.37 mile north along U. S. Hwy. 92 from a bridge across the St. John's River, 200 feet vest of the vest edge of U. S. Hwy. 92. 850-118-25 0.14 mile north along U S. Hwy. 92 from a bridge across the St. John's River, 0.07 mile east of the east edge of U. S. Hwy. 92. 850-119-1 0.47 mile north along U. S. Hwy. 92 from a bridge across the St. John's River, 0.54 mile vest along a secondary road from U. S. Hwy. 92, 100 feet south of the secondary road. 850-119-2 0.47 mile north along U. S. Hwy. 92 from a bridge across the St. John's River, 0.59 mile west along a secondary road from U. S. Hwy. 92, 0.42 mile west along a shell road from the secondary road, well is in yard of a house on south side of the shell road. 850-119-3 0.47 mile north along U. S. Hwy. 92 from a bridge across the St. John's River, 0.59 mile west along a seeondary road from U. S. Hwy. 92, 0.42 mile west along a shell road from the secondary road, well is in pasture on north side of the shell road. 851-050-1 0.90 mile south along U. S. Hwy, 1 from Oak Hill, 235 feet west of the west edge of U. S. Hwy. 1, 20 feet south of an elevated water tank. 851-050-2 0.89 mile south along U. S. Hwy. 1 from Oak Hill, 125 feet west of the west edge of U. S. Hoy. 1, 10 feet wast of a fish pond. 851-051-1 0.56 mile south along U. S. Hwy. 1 from Oak Hill, 0.84 mile southwest along a shell road from U. S. Hwy. 1, 0.17 mile northwest along a trail from the shell road, 270 feet north of the trail in a grove. 851-051-2 0.56 mile south along U. S Hwy. 1 from Oak Hill, 0.61 mile west along a shell road from U. S. Hwy. 1, 225 feet north of the shell road in a ditch. 851-051-3 0.56 mile south along U. S. Hwy. 1 from Oak Hill. 0.45 mile west along a shell road from U. S. Hwy. 1, 0.15 mile south'along a driveway from the shell road, 520 feet east of driveway in a grove. 851-051-4 0.56 mile south along U. S. Hwy. 1 from Oak Hill, 0.45 mile west along a shell road from U. S. Hwy. 1, 0.15 mile south along a driveway from the shell road, 910 feet west of driveway. 851-051-5 0.16 mile south along U. S. Bwy. 1 from Oak Hill, 0.11 mile west along city street from U. S. Hwy. 1, 150 feet south of the city street at a fruit packing house. 851-052-1 0.99 mile vest along State Hwy. 410 from Oak Hill, 0.41 mile south along a shell road from State Hwy. 410, 0.09 mile southwest along a trail from the shell road, 270 feet south of the trail. 851-052-2 0.99 mile vest along State Hvy. 410 from Oak Hill, 0.24 mile south along a shell road from State Hwy. 410, 0.2 mile west along a driveway from the shell road, 125 feet south of the driveway. 851-109-1 0.23 mile north along State Hwy. 415 from the intersection of State Hwy. 415 and Florida East Coast R.R. at Osteen, on east shoulder of State Hwy. 415. 851-113-1 2.71 miles east along State Hwy. 410 from Enterprise Post Office, 0.24 mile south along a shell road from State Hwy. 410, 33 feet east of the north end of a causeway on the shell road. 59

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TABLE 1.--Continued eilt No. Location 851-113-2 1.90 miles east along State Hwy. 410 from Enterprise Post Office, 0.04 mile south along a driveway from State Hwy. 410, at rear of owner's house. 851-113-3 2.08 miles east along State Hwy. 410 from Enterprise Post Office, 225 feet south of the south edge of State Hwy. 410. 851-113-4 2.24 miles east along State Hwy. 410 from Enterprise Post Office, 175 feet south of the intersection of State Hwy. 410 and a shell road northward. 851-113-5 2.24 miles east along State Hwy. 410 from Enterprise Post Office, 0.09 mile north along a shell road from State Hwy. 410, 340 feet east along north 'edge of a railroad from the shell road. 851-113-6 2.3& miles east along Scate Hwy. 410 from the Enterprise Post Office, 150 feet south of State Hwy. 410. 851-113-7 2.54 miles east along State Hwy. 410 from the Enterprise Post Office, 0.12 mile north along a shell road from State Hwy. 410, 200 feet east of the shell road. 851-1L3-8 2.48 miles east along State HBy. 410 from Enterprise Post Office, 90 feet south of the south edge of State Hwy. 410. 851-114-1 0.91 mile east along State Rwy. 410 from Enterprise Post Office, 15 feet south of State Hwy. 410, 56 feet north of Lake Monroe. 851-114-2 0.90 mile east along State Hwy. 410 from Enterprise Post Office, 80 feet north of the north edge of State Bwy. 410. 851-114-3 1.39 miles east along State Hwy. 410 from Enterprise Post Office, 130 feet north of the north edge of State Hwy. 410. 851-115-1 0.56 mile south along State Hwy. 410 from the intersection of State Hwy. 410 and the Florida East Coast R.R. at Enterprise, 14 feet south of the Hwy. 851-118-t 1.21 miles north along U. S. Hwy. 17 from a bridge across the St. John's River, 0.04 mile west along a shell road from U. S. Hwy. 17, south of shell road between two high tension power lines. 851-118-2 0.74 mile north along U. S. Hwy. 17 from a bridge across the St. John's River, 140 feet east of east edge of U. S. Hwy. 17, under owner's driveway. 851-t18-3 0-79 mile north along U. S. Hwy. 17 from a bridge across the St. John's River, 190 feet east of the east edge of U. S. Hwy. 17. 951-118-4 0.82 mile north along U. S Hwy. 17 from a bridge across the St. John's River, 175 feet east of the east edge of U S. Hwy. 17. 851-118-5 0.88 mile north along U. S Huy. 17 from a bridge across the St. John's River, 200 feet east of the east edge of U. S. Hwy 17. 851-118-6 0.92 mile north along U. S. Hwy. 17 from a bridge across the St. John's River, on east side of Hwy. at southeast corner of owner's house. 851-118-7 0.98 mile north along U. S. Hwy. 17 from a bridge across the St. John's River, on the east side of the Hwy. behind owner's house. 851-118-8 0.95 mile north along U. S. Hwy. 17 from a bridge across the St. John's River, 0.20 mile east along a secondary road from U. S. Hwy. 17, 125 feet south of secondary road. 851-118-9 0.76 mile north along U. S. Hwy. 17 from a bridge across the St. John's River, 200 feet west of the vest edge of U. S. Hwy. 17. 851-118-10 090 mile north along U. S. Hwy. 17 from a bridge across the St. John's River, 120 feet west of the west edge of U. S. Hwy. 17. 85L-118-11 1.00 mile north along U. S. Hwy. 17 from a bridge across the St. John's River, on west side of Hwy. in the edge of a pond. .51-118-1 1.03 miles north along 0. 5. Hwy. 17 from a bridge across the St. John's River, well at southwest corner of owner's house on west side of Hwy. 851-120-I 1.21 miles north along U. S. Hwy. 17 from a bridge across the St. John's River, 2.82 miles west along a secondary road from U. S. Hwy. 17, 0.2 mile west along a shell road from the secondary road, well 40 feet east of owner's house. 60

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TAILE l.--Contiuued Well No. Location 851-120-2 1.21 miles north along U. S. Hwy. 17 fron a bridge across the St. John's River, 2.80 iales west along a shell road from U. S. Hwy. 17, 0.20 mile south along a shell road fron the secondary road, 170 feet northwest of the end of the shell road on the river bank. 851-120-3 1.21 miles north along U. S. Hwy. 17 from a bridge across the St. John's River, 2.80 miles awst along a secondary road from 0. S Hay. 17, 0.20 mile south from secondary road, 15'feet east of owner's house. 851-120-4 1.21 miles north along U. S. Hwy. 17 from a bridge across the St. John's River, 1.60 miles west along a secondary road from U S. Hay. 17, 80 feet vest of curve in secondary road. 852-050-1 0.79 mile north along U. S. Hwy. 1 from the intersection of U. S. Hwy. 1 and State HBy. 410 in Oak Hill, 0.63 mile east along a shell road from U. S. Hwy. 1, 25 feet north of the shell road. 852-050-2 0.79 mile north along U. S. Hwy. 1 from the intersection of U. S. Hwy. 1 and State BHy. 410 .in Oak Hill, 0.73 mile east along a shell road from U. S. Hy. 1, 230 feet east of a dock. 852-050-3 0.24 mile east along State Huy. 410 from the intersection of State HBy. 410 and U. S. Hay. 1 in Oak Hill, 0.49 mile north along a shell road from State Hwy. 410, 0.51 mile east along a private road-from the shell road, 100 feet north of the private road in a citrus grove. 852-052-1 1.12 miles west along State Eay. 410 from the intersection of State Bvy. 410 and U. S. Buy. 1 at Oak Hill, 0.81 mile north along a shell road from State Hwy. 410, 0.26 mile aouthuest along a trail from the shell road, 63 feet southwest of entrance of the trail into a citrus grove. 852-115-1 0.14 mile northwest along State Hwy. 410 from its intersection with the Florida East Coast R.R. at Enterprise, 100 feet south of State HBy. 410 and 200 feet.west of a shell road. 852-115-2 0.47 mile south along State BRy. 410 from its intersection with the Florida East Coast R.R. at Enterprise, 15 feet south of the south edge of State Hay. 410 and 25 feet north of Lake Monroe. 852-115-3 0.48 mile south along State Hwy. 410 from its intersection with the Florida East Coast R.R. at Enterprise, 15 feet south of the south edge of State Bay. 410 and 25 feet north of Lake Monroe. 852-116-1 1.93 miles east along the Enterprise Rd. from its intersection with U. S. By. 17, at Benson Junction, 0.11 mile south along a shell road from Enterprise Rd., well is 4 feet from owner's house on east side of the shell road. 852-116-2 1.93 miles east along the Enterprise Rd. from its intersection with U. S. Hwy. 17, at Benson Junction, 0.07 mile south along a shell road from the Enterprise Rd., well at owner's house on west side of shell road. 852-116-3 1.93 miles east along the Enterprise Rd. from its intersection with U. S. Hwy. 17, at Benson Junction, 0.09 mile south along a shell road from the Enterprise Rd., 0.04 mile east along a trail from the shell road, 70 feet north of the trail. 852-116-4 1.93 miles east along the Enterprise Rd. from its intersection with U .S. y. 17, at Benson Junction, 0.09 mile south along a shell road from the Enterprise Rd., 0.20 mile east along a trail from the shell road, 80 feet south of the trail. 852-116-5 1.93 miles east along the Enterprise Rd. from its intersection with U. S. Iay. 17, at Benson Junction, 0.06 mile south along a shell road from the Enterprise Rd., 0.04 mile west along a trail from the shell road, 120 feet south of the trail. 852-116-6 1.93 miles east along the Enterprise Rd. from its intersection with U. S. BHy. 17 at Benson Junction. 0.06 mile south along a shell road from the Enterprise Rd., 0.06 mile west along a trail from the shell road, 130 feet south of the trail. 852-117-1 1.32 miles east along the Enterprise Rd. from its intersection with U. S. Bay. 17, at Benson Junction, 250 feet north of the Enterprise Rd. at northeast corner of owner's house. 852-117-2 1.37 miles east along the Enterprise Rd. from its intersection with U. S. HEy. 17, at Benson Junction, 0.07 mile north along a shell road from the Enterprise Rd., 170 feet east of the shell road. 61

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TALA l.--Continued Weil no. Location 852-117-3 1-45 miles east along the Enterprise Rd. from its junction with U. S. Hwy. 17 at Benson Junction, 90 feet north of the Enterprise Rd. 852-117-4 1.49 miles east along the Enterprise Rd. from its Junction with U. S. hwy. 17 at benson Junction, 60 feet north of the Enterprise Rd. 852-121-1 1.21 miles north along U. S. Hwy. 17 from a bridge across the St. John's River, 3.43 miles vest along the Fort Florida Rd. from U. S. Hwy. 17, 0.49 mile west along a shell road from the Fort Florida Rd., 15 feet east of a house. 853-051-1 2.09 miles north along U. S. Hwy. 1 from its intersection with State Hry. 410 at Oak Hill. 200 feet east of U. S. Hwy. 1 and 5 feet east of the southeast corner of a building. 853-051-2 2.08 miles north along U. S. Hwy. 1 from its intersection with State Hwy. 410 at Oak Hill, 180 feet west of U. S. Bwy. 1 and 10 feet southwest of the southwest corner of a shed. 853-053-1 1.21 miles west along a secondary road from its intersection with U. S. Hwy. 1 at Ariel, 0.10 mile south along a shell road from the secondary road, 0.29 mile vest along a trail from the shell road, 30 feet south of trail. 853-053-1 1.21 miles est along a secondary road from its intersection with U. SHwy. 1 at Aril, 0.10 mile south along a shell road froa the secondary road, 0.36 mile west along a trail from the shell road, 800 feet south of trail. 853-053-3 1.21 miles west along a secondary road from its intersection with 0. S. Hwy. I at ArieL, 0.10 mile south along a shell road from the secondary road, 0.42 mile west along a trail from the secondary road, 500 feet north of trail. 853-054-1 3.51 miles west along State Hwy. 410 from its intersection with U. S. Hwy. 1 at Oak Bill, 2.17 miles north along a trail from State twy. 410, 0.54 mile east along a drirway from the trail, 36 feet south of driveway in a citrus grove. 853-tLT-l 200 feet east of Lakeood Dr. and 75 feet north of Ponce Lane in DeBarry, 2 feet northeast of the northwest corner of a garage. 853--11-1 400 feet east along Polnsetta Dr. from its intersection with Highlands Rd. in DeBarry, 5 feet west of the south corner of owner's house. 853-120-1 3.6 miles north along U. S. Buy. 92 from a bridge across the St. John's River, 2.71 miles west along a shell road from its intersection with U. S. Hvy. 92, 200 feet east of the St. John's River. 854-049-L 10.65 miles south along State Hwy. A1A from a bridge across Indian River North, 0.61 mile west along a shell road from State By. A1A, 65 feet northwest of owner's house. 854-04910.65 miles south along State Hwy. A1A from a bridge across Indian River North, 0.62 mile west along a shell road from State Iwy. AIA, 40 feet southeast of owner's house. 834-049-3 10.20 miles south along State Hwy. A1A from a bridge across Indian River North, 0.62 mile west along a shell road from State Hwy. A1A, 12 feet north of the shell road. 854-04910.20 miles south along State Hwy. A1A from a bridge across Indian River North, 0.61 mile west along a shell road from State Huy. AlA, 20 feet east of the shell road. 854-0512.62 miles north along 0. 5. Hey. 1 from its intersection with State Hwy. 410 in Oak Rill, 0.61 mile east along a shell road from U. S. Hwy. 1. 10 feet north of the shell road. 854-051-2 2.62 miles north along U. S. Hwy. 1 from its intersection with State Hwy. 410 at Oak Hill, 0.52 mile east along a shell road from U. SHwy. 1, 60 feet south of the shell road. 854-053-1 2.62 miles north alang U. S Bwy. 1 from its intersection with State Hwy. 410 at Oak Hill, 1.21 miles west along a shell road from U. S. Hwy. 1, 1.08 miles north along Valco Rd. from the shell road, 25 feet vest of Valco Rd. 854-053-2 2.62 miles north along U. S. Hwy. 1 froa its intersection with State Hwy. 410 at Oak Hill, 1.69 miles west along a shell road from U. S. Hwy. 1, 60 feet northeast of the shell road in a citrus grove. 62

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TABLE 1.--Continued Well No. Location 854-054-1 3.51 miles west along State Hwy. 410 from its intersection with U. S. Hwy. 1 at Oak Hill, 2.62 miles north along a trail from State Hwy. 410, 0.61 mile along a driveway from the trail, 60 feet north of the driveway. 854-055-1 8.42 miles south along State Hwy. 409 from its intersection with State Hwy. 40, 0.86 mile northeast along a shell road from State Hwy. 409, 300 feet north of owner's house in a citrus grove. 854-055-2 8.42 miles south along State Hwy. 409 from its intersection with State Hwy. 40, 0.52 mile east along a shell road from State Hwy. 409, 75 feet east of the shell road in a citrus grove. 854-055-3 8.42 miles south along State Hwy. 409 from its intersection with State Hwy. 40, 0.52 mile east along a shell road from State Hwy. 409, 520 feet east of the shell road in a citrus grove. 854-055-4 8.42 miles south along State Hwy. 409 from its intersection with State Hwy. 40, 0.43 mile east along a shell road from State Hwy. 409, 500 feet south of the shell road in a citrus grove. 854-055-5 8.42 miles south along State Hwy. 409 from its intersection with State Hwy. 40, 0.43 mile east along a shell road from State Hwy. 409, 150 feet south of the shell road in a citrus grove. 854-103-1 5.40 miles east along State Hwy. 410 from Osteen center, 3.74 miles north along a shell road from State Hwy. 410, 0.36 mile east of the shell road along a driveway, 20 feet south of the driveway. 854-103-2 5.40 miles east along State Hwy. 410 from Osteen center, 3.74 miles north along a shell road from State Hwy. 410, 0.56 mile east of the shell road along a driveway, 15 feet south of the driveway. 854-117-1 2.18 miles south along U. S Hwy. 92 from the Orange City Post Office, 210 feet west of U. S. Hwy. 92, in floor of pumphouse, 20 feet west of Ranger's house. 855-051-1 1.16 miles north along U. S. Hwy. 1 from its intersection with the Ariel Rd., 0.59 mile east along a driveway from U. S. Hwy. 1, 30 feet east of the circular end of the driveway. 855-051-2 1.16 miles north along U. S. Hwy. 1 from its intersection with the Ariel Rd., 0.58 mile east along a driveway from U. S. Nay. 1, 12 feet west of the west side of owner's house. 855-051-3 1.16 miles north along U. S. Hwy. 1 from its intersection the the Ariel Rd., 0.58 mile east along a driveway from U. S. Hwy. 1, 27 feet west of west corner of owner's house. 855-053-1 1.89 miles west along Valeo Rd. from its intersection with U. S. Hwy. 1, 0.41 mile north along a shell road from Valco Rd., 20 feet east of the shell road. 855-053-2 2.04 miles west along Valco Rd. from its intersection with U. S. HIy. 1, 0.15 mile north of Valco Rd. through a citrus grove, 2 feet south of a fence. 855-055-1 7.63 miles south on State Hey. 409 from its intersection with State Hwy. 40, 0.66 mile east of State Hwy. 409, in a citrus grove. 855-117-1 1.67 miles south along U. S. Hwy. 17 from Orange City center, 35 feet east of the east edge of U. S. Hwy. 17 and 250 feet north of the north edge of a secondary road to Enterprise. 856-049-1 0.55 mile north along State Hwy. AlA from Turtle Mound, 210 feet west of State Hwy. A1A, 4 feet northeast of the northeast corner of owner's house. 856-049-2 0.55 mile north along State BHy. AlA from Turtle Mound, 150 feet west of State Hwy. A1A, 60 feet east of the owner's house. 856-052-1 1.61 miles north along U. S. Hwy. 1 from its intersection with Ariel Rd., 0.70 mile east along a driveway from U. S. Hwy. 1, 75 feet southwest of the southwest corner of owner's boathouse. 856-052-2 1.61 miles north along U. S. Hwy. 1 from its intersection with the Ariel Rd., 0.82 mile east along a driveway from U. S. Hwy. 1, 50 feet north of northwest corner of owner's house. 63

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TABE I.--Continued Well No. Location 856-052-3 1.29 miles north along U. S. BHy. 1 from its intersection with the Ariel Rd., 0.64 mile east along a driveway from U. S. Hwy. 1, 250 feet south of owner's house and 7 feet east of a shed. 856-052-4 0.15 mile north along U. S. Hwy. 1 from its intersection with Valco Rd., 0.55 mile east along a driveway from U. S. Iwy. 1, at southwest corner of owner's house. 856-052-5 0.15 mile north along U. 5. Hwy. 1 from its intersection with Valco Rd., 0.45 mile east along a driveway from U. S. Hwy. 1, 80 feet north of the driveway. 856-056-1 5.37 miles south along State Hwy. 409 from its intersection with State Hay. 40, 0.43 mile east along a driveway from State Hwy. 40, 180 feet north of the driveway in a citrus grove. 856-117-1 0.28 mile south along U. S. Hwy. 17 from Orange City center, 250 feet east of U. S. Hwy. 17. in the south end of cement-block building. 857-050-1 6.5 miles south along State Hwy. A1A from a bridge crossing Indian River North at New Smyrna Beach, 2 feet north of the rear door of motel and I foot west of the rear wall. 857-050-2 6.5 miles south along State Hwy. AIA from a bridge crossing Indian River North at New Smyrna Beach, 1.5 feet north of the northeast corner of the drink stand. 857-050-3 6.5 miles south along State Hwy. ALA from a bridge crossing Indian River North at New Smyrna Beach, 0.14 mile west along a sand road from State HBy. A1A, 17 feet south of the sand ro d. 857-056-1 4.70 miles south along State Hwy. 409 from its intersection with State Hwy. 40, 195 feet north of State Hwy. 409, in a citrus grove. 857-056-2 4.70 miles south along State Iwy. 409 from its intersection with State Hwy. 40, 480 feet north of State Hwy, 409, in a citrus trove. 837-056-3 4.70 miles south along State Hwy. 409 from its intersection with State Hwy. 40, 1100 feet north of State HBy. 409. at a wind break across a citrus grove. 857-056-4 4.70 miles south along State Hwy. 409 from its intersection with State Hwy. 40, 2500 feet north of State Hwy. 409 at the north edge of a citrus grove. 857-105-1 4.13 miles south along State Hwy. 415 from its intersection with State Hwy. 40, 24 feet west of the west edge of the pavement of State Hwy. 415. 858-054-1 1.12 miles south along U. S. Hwy. 1 from Edgewater center, 0.63 mile west along Indian River slvd. from U. S. HBy. 1, 40 feet north of Indian River Blvd. 858-113-1 2.59 miles south along State Hwy. 430 from its intersection with State Hwy. 40 at Lake Helen, 0.82 mile east along a paved street from State Hwy. 430, 115 feet north of the paved street. 855-113-2 2.59 miles south along State "oy. 430 from its intersection with State Hey. 40 at Lake Helen, 1.37 miles east along a paved street from State Hwy. 430, 0.26 mile north along a shell road from the paved street, 350 feet west of shell road. 858-120-1 0.65 mile west along New York Ave. from a level crossing over the Atlantic Coastline R.R. at Deland, 2.60 miles south along k secondary road from New York Ave., 6 feet north of owner's garage. 858-120-2 0.65 mile west along New York Ave. from a level crossing over the Atlantic Coastline R.R. at Deland, 3.10 ailes south along a secondary road from New York Ave., 300 feet vest of the secondary road. 859-054-1 400 feet east along Park Ave. from the City Hall at Edgewater, 6 feet east of the east edge of the intersection of Park Ave. and Rlverside Dr. 859-054-2 150 feet south along Riverside Dr. from Nerriae Ave. in Edgewater, 300 feet north of Ocean Ave., 25 feet west of the west edge of Riverside Dr. 59-054-3 100 feet west along New Hmpshire Ave. from Riverside Dr. in Edgewater, 15 feet north of the north edge of New ampshire Ave. 859-054-4 230 feet west along Hotel Ave. froa Riverside Dr. in Edgewater, 66 feet north of rotel Ave., 55 feet southwest of the southwest corner of owner's garage. 64

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TAlBi 1.--Continued Well Ho. Location 859-054-5 260 feet vest along Lamont Ave. from Riverside Dr. in gdgewater, 300 feet north of Lament Ave., 2 feet north of the north edge of a swimming pool. 859-054-6 0.25 mile vest along Park Ave. from U. 8. HBy, 1 in Edgawater, well at northwest corner of intersection of owner's sidewalk and Park Ave. 859-054-7 0.28 mile west along Park Ave. from U. S. Huy. 1 in Edgewater, 110 feet west of Florida Bast Coast R.R., 60 feet north of Park Ave. 859-054-8 0.55 mile west along Park Ave. from U .S. ay. 1 in Edgewater, 20 feet north of Park Ave., and 15 feet southwest from a tin shed. 859-054-9 0.32 mile vest along Park Ave. from U. S. ..1 in Edgewater, 0.18 mile south along Railroad St. from Park Ave., 60 feet west of Railroad St., 2 feet north of owner's garage. 859-055-1 1.39 miles west along Park Ave. from U. S. Hwy. 1 in Edgewater, 25 feet north of the center line of Park Ave., 25 feet east of the extension of a shell road south of Park Ave. 859-055-2 1.39 miles vest along Park Ave. from U. 5. Bwy. 1 in Edgewater, 125 feet south of center line of Park Ave., 25 feet east of a shell road. 859-055-3 1.43 miles west along Park Ave. from U. S. Huy. 1 in Edgewater, 25 feet north of the center line of Park Ave., 200 feet vest of a shell road. 859-055-4 1.39 miles vest along Park Ave. from 0. 8. Buy. 1 in Edgewater, approximately 175 feet north of the center line of Park Ave., 25 feet east of the extension of a shell road. 859-056-1 1.56 miles south along Mission Rd. from State BRy. 40, in Hew Smyrna Beach, 450 feet north of tission Rd., in a citrus grove. 859-056-2 2.09 miles south along Mission Rd. from State Buy. 40, in New Smyrna Beach, 320 feet east of Mission Rd. in the northeast corner of a citrus grove. 859-057-1 1.05 miles south along Glenco Rd. from its intersection with State Hwy. 40, vest of evw Smyrna Beach, 0.21 mile east along a shell road from Glenco Rd., 175 feet north of the shell road. 859-057-2 1.05 miles south along Clenco Rd. from its intersection with State Hwy. 40 west of New Smyrna Beach, 0.16 mile east along a shell road from Glenco Rd., 170 feet north of the shell road. 859-057-3 1.05 miles south along Glenco Rd. from its intersection with State Hwy. 40 west of New Smyrmn Beach, 0.16 mile east along a shell road from Glenco Rd., 200 feet south of the shell road. 859-057-4 1.05 miles south along Clenco Rd. from its intersection with State Hwy. 40 vest of New Smyrna Beach, 0.23 mile east along a shell road from Glenco Rd., 200 feet east of the end of the shell road. 859-057-5 1.05 miles south along Glenco Rd. from its intersection with State Hwy. 40 west of New Smyrna Beach, 0.23 mile east along a shell road from Clenco Rd., 225 feet northeast of the end of the shell road. 859-057-6 1.05 miles south along Glenco Rd. from its intersection with State Hry. 40 west of New Smyrna Beach, 0.20 mile east along a shell road from Glenco Rd., 200 feet south of the shell road. 859-057-7 1.05 miles south along Glenco Rd. from its intersection with State Hwy. 40 vest of New Smyrna Beach, 0.23 mile east along a shell road from Glenco Rd., 175 feet southeast of the end of shell road. 859-057-8 1.05 miles south along Clenco Rd. from its intersection with State Huy. 40 west of New Smyrna Beach, 0.23 mile east along a shell road from Glenco Rd., 300 feet south of the end of the shell road. 859-117-1 2.95 miles north-along U. S. Hwy. 17 from Orange City center, 200 feet east of U. S. rHy. 17, in the rear room of a restaurant. 859-117-2 2.95 miles north along U. S. Hwy. 17 from Orange city center, 0.57 mile southeast along a single-lane concrete road, well is in the north end of club house. 65

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TABLE .--Continued welt go. Location 359-117-3 2.95 miles north along U. S. Hwy. 17 from Orange City center, 0.52 mile southeast along a single-lane concrete road, well is in vest end of pumphouse on south side of road. 859-120-1 0.57 mile west along New York Ave. from the A.C.L. R.R. at Deland station, 0.89 mile south from New York Ave. along a secondary road, 0.31 mile west along a driveway from secondary road, 80 feet south of drivevay. 859-120-2 0.57 mile west along New York Ave. from the A.C.L. R.R. at Deland station, 0.97 mile south along a secondary road from New York Ave., 0.81 mile southeast along a shell road from the secondary road, 0.08 mile vest along a driveway, 60 feet north of the driveway. 859-120-3 0.57 mile west along New York Ave. from Deland R.R. station, 0.97 mile south along a secondary road from New York Ave., 0.81 mile southeast along a shell road from the secondary road, 0.06 mile west along a driveway, 60 feet north of the driveway. 859-120-4 0.57 mile west along New York Ave. from Deland R.R. station, 0.97 mile south along a secondary road from New York Ave., 0.64 mile southeast along a shell road from the secondary road, 0.19 mile east along a driveway, 40 feet south of the driveway. 859-120-5 0.57 mile vest along New York Ave. from Deland R.R. station, 0.97 mile south along a secondary road from New York Ave., 0.49 mile southeast along a shell road from the secondary road, 0.16 mile east along a driveway, 6 feet south of drivevay; 859-120-6 0.57 mile west along New York Ave. from Deland R.R. station, 0.97 mile south along a secondary road from New York Ave., 0.49 mile southeast along a shell road from the secondary road, 0.20 mile east along a driveway, 20 feet south of driveway. 859-120-7 0.57 mile vest along New York Ave. from Deland R.R. station, 0.97 mile south along a secondary road from New York Ave., 0.62 mile southeast along a shell road from the secondary road, 0.16 mile east along a driveway, 220 feet north of the driveway. 859-120-8 0.57 mile west along New York Ave. from Deland R.R. station, 0.97 mile south along a secondary road from New York Ave., 0.31 mile southeast along a shell road from the secondary road, 0.21 mile east along a driveway, 30 feet east of house at end of driveway. 859-120-9 0.57 mile west along New York Ave. from Deland R.R. station, 0.97 mile south along a secondary road from New York Ave., 0.31 mile southeast along a shell road from the secondary road, 0.21 mile east along a driveway, 310 feet south of end of driveway. 859-120-10 0.57 mile west along New York Ave. from Deland R.R. station, 0.97 mile south along a secondary road from New York Ave., 0.86 mile southeast along a shell road from the secondary road, 40 feet west of shell road. 859-120-11 0.57 mile vest along New York Ave. from Deland R.R. station, 0.97 mile south along a secondary road from New York Ave., 0.86 mile southeast along a shell road from the secondary road, 300 feet east of the shell road. 859-120-12 0.57 mile west along New York Ave. from Deland R.R. station, 0.97 mile south along a secondary road from New York Ave., 0.76 mile southeast along a shell road from the secondary road, 160 feet east of the shell road. 859-120-13 0.57 mile west along New York Ave. from Deland R.R. station, 0.97 mile south along a secondary road from New York Ave., 0.88 mile southeast along a shell road from the secondary road, 4 feet west of owner's house. 859-120-14 0-57 mile west along New York Ave. fron Deland R.R. station, 0.97 mile south along a secondary road from New York Ave., 0.81 mile southeast along a shell road from the secondary road, 0.07 mile vest along a driveway, 100 feet south of driveway. 859-120-15 0.57 mile west along New York Ave. from Deland R.R. station, 0.97 mile south along a secondary road from New York Ave., 0.81 mile southeast along a shell road from the secondary road, 0.14 mile vest along a driveway, 70 feet west of driveway. 859-120-16 0.57 mile vest along New York Ave. from Deland R.R. station, 0.97 mile south along a secondary road from New York Ave., 0.81 mile southeast along a shell road from the secondary road, 0.16 mile west along a driveway, 80 feet vest of driveway. 859-120-17 0.57 mile west along New York Ave. from Deland R.R. station, 0.97 mile south along a secondary road, from New York Ave., 0.73 mile southeast along a shell road from the secondary road, 0.13 mile east along a driveway, 80 feet east of driveway end. 66

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TABLE 1.--Continued well No. Location 859-120-18 2.48 miles south along U. S. BHy. 17 from its intersection with State Hay. 44 in Deland, 2.43 miles west along a sand road from U. S. Huy. 17, between owner's house and garage at end of the sand road. 859-121-1 0.57 mile west along New York Ave. from Deland R.R. station, 0.51 mile south along a secondary road from New York Ave., 0.82 mile southwest along a sand road from the secondary road, 12 feet west of the sand road. 859-121-2 0.57 mile west along New York Ave. from Deland R R. station, 0.51 mile south along a secondary road from New York Ave., 0.82 mile southeast along a sand road from the secondary road, 30 feet east of sand road. 859-121-3 0.57 mile west along New York Ave. from Deland R.R. station, 0.51 mile south along a secondary road from New York Ave., 0.82 mile southeast along a sand road from the secondary road, 80 feet northwest of a curve in the sand road. 859-121-4 0.57 mile west along New York Ave. from Deland R.R. station, 0.51 mile south along a secondary road from New York Ave., 0.68 mile south along a sand road from the secondary road, 0.21 mile west along a driveway, 200 feet northwest of driveway. 859-121-5 0.57 mile west along New York Ave. from Deland R.R. station, 0.51 mile south along a secondary road from New York Ave., 0.49 mile southwest along a sand road from the secondary road, 0.11 mile west along a driveway from the sand road, 200 feet west of end of driveway. 859-121-6 0.57 mile west along New York Ave. from Deland R.R. station, 0.72 mile south along a secondary road, 10 feet east of east edge of secondary road in a drainage ditch. 859-121-7 0.57 mile west along New York Ave. from Deland R.R. station, 0.78 mile south along a secondary road from New York Ave., 10 feet east of the east edge of the secondary road. 859-121-8 0.57 mile west along New York Ave. from Deland R.R. station, 0.83 mile south along a secondary road from New York Ave., 10 feet east of the east edge of the secondary road. 859-121-9 0.57 mile west along New York Ave. from Deland R.R. station, 0.88 mile south along a secondary road from New York Ave., 10 feet east of the east edge of the secondary road. 859-121-10 0.57 mile west along New York Ave. from Deland R.R. station, 0.53 mile south along a secondary road from New York Ave., 0.29 mile southeast along a shell road, 25 feet west of rear of owner's house. 859-121-11 0.57 mile west along New York Ave. from Deland R.R. station, 0.53 mile south along a secondary road from New York Ave., 0.32 mile southeast along a shell road, 4 feet west of rear of owner's house. 859-121-12 0.57 mile west along New York Ave. from Deland R.R. station, 0.53 mile south along a secondary road from New York Ave., 0.38 mile southeast along a shell road, 10 feet west of rear of owner's house. 859-121-13 0.57 mile west along New York Ave. from Deland R.R. station, 0.53 mile south along a secondary road from New York Ave., 0.39 mile southeast along a shell road from the secondary road, 5 feet vest of a house. 859-121-14 0.57 mile west along New York Ave. from Deland R.R. station, 0.53 mile south along a secondary road from New York Ave., 0.40 mile southeast along a shell road from the secondary road, at northwest corner of owner's house. 859-121-15 0.57 mile west along New York Ave. from Deland R.R. station, 0.53 mile south along a secondary road from New York Ave., 0.41 mile southeast along a shell road from the secondary road, at north end of rear of a house. 900-054-1 New Smyrna Beach, at 1620 South Riverside Dr., 10 feet north of the northwest corner of owner's house. 900-054-2 Edgewater, 0.17 mile south along Riverside Dr. from a bridge across a drainage canal which is the boundary between Edgewater and New Smyrna Beach, 250 feet west of Riverside Dr. and 4 feet west of a garage. 900-055-1 1.23 miles south along Myrtle St. from its intersection with State Hwy. 40 in New Smyrna Beach, 600 feet vest along a sand road from Myrtle St., 500 feet north of the sand road in a clump of palmettos. 67

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TABLE .--Continued wellt o. Location 900-055-2 1.30 miles south along Myrtle St. from its intersection with Canal St. in New Smyrna Beach, 250 feet east of Myrtle St. along a sand road, 2 feet north of the edge of the sand road. 900-055-3 1.15 miles south along Myrtle St. from its intersection with Canal St. in New Smyrna Beach, 3 feet west of the west edge of Myrtle St. 900-055-4 9.85 mile south along Myrtle St. from its intersection with Canal St. in New Smyrna Beach, 0.35 mile west along Cavedo St. from Myrtle St., 250 feet west of Cavedo St. 900-055-5 0.43 mile south along Myrtle St. from its intersection with Canal St. in New Smyrna Beach, 300 feet west along Field St. from Myrtle St., 250 feet south of Field St. 900-056-1 0.84 mile south along Mission Rd. from its intersection with State Hwy. 40 in New Smyrna Beach, 850 feet west of Mission Rd. and 350 feet west of owner's garage. 900-056-2 0.73 mile west along State Hwy. 40 from its intersection with State Hwy. 40-A in New Smyrna Beach, 5 feet south of owner's house on south side of State Hwy. 40. 900-056-3 1.40 miles south along Mission Rd. from its intersection with State Hwy. 40 in New Smyrna Beach, 0.09 mile west of Mission Rd. in a citrus grove. 900-056-4 0.98 mile south along Mission Rd. from its intersection with State Hwy. 40 in New Smyrna Beach, 300 feet east of Mission Rd. and 300 feet north of a house. 900-056-5 0.30 mile west along State Hwy. 40 from its intersection with State Hwy. 40-A in New Smyrna Beach, 212 feet south of State Hwy. 40. 900-056-6 0.68 mile south along Ingham Rd. from Canal St. in New Smyrna Beach, 300 feet west of Ingham Rd. and 20 feet north of a barn. 900-057-1 1.76 miles west along State Bwy. 40 from its intersection with State Hwy. 40-A in New Smyrna Beach, 40 feet north of State Hwy. 40 in a ditch. 900-057-2 1.76 miles west along State Hwy. 40 from its intersection with State Bwy. 40-A in New Smyrna Beach, 0.13 mile north along a sand road, 6 feet east of the sand road. 900-057-3 1.76 miles west along State Hwy. 40 from Mission Rd. in New Smyrna Beach, 0.31 mile east of Glenco Rd., 130 feet south of State Hwy. 40. 900-057-4 1.17 miles west along State Hwy. 40 from Mission Rd. in New Smyrna Beach, 0.59 mile south along Corbin Rd. from State Hwy. 40, 10 feet southeast of Corbin Rd. 900-057-5 1.06 miles west along State Hwy. 40 from Mission Rd. in New Smyrna Beach, 110 feet south of the south edge of State Hwy. 40 in the rear of owner's garage. 900-057-6 1.15 miles west along State Hwy. 40 from Mission Rd. in New Smyrna Beach, 0.04 mile north along Linda Rd. from State Hwy. 40, 30 feet southeast of the southeast corner of owner's carport. 900-102-1 0.13 mile east along State Hwy. 40 from State Hwy. 415 in Samsula, 225 feet south of State Hwy. 40 and 15 feet south of owner's house. 900-103-1 0.50 mile west along State Hwy. 40 from State Hwy. 415 in Samsula, 0.11 mile north along a sand road from State Hwy. 40, 275 feet vest of the sand road. 900-103-2 0.29 mile west along State Hwy. 40 from State Hwy. 415 in Samsula, 300 feet south of State Hwy. 40 and 210 feet south of a bar and grill. 900-103-3 250 feet northwest of the northwest corner of the intersection of State Hwys. 40 and 415 in Samsula, inside of owner's barn. 900-113-1 0.89 mile east along State Hay. 40 from its intersection with State Hwy. 430 at Lake Belen, 175 feet south of State Hwy. 40, at northeast corner of owner's garage. 900-L20-L 0.16 mile west along New York Ave. from the Deland R.R. station, 0.54 mile south along Lake View Dr. from New York Ave., 0.06 mile west along a driveway from Lake View Dr., 2 feet north of a pump shed. 900-120-2 0.16 mile west along New York Ave. from the Deland R.R. station, 0.69 mile south along Lake View Dr. from New York Ave., between owner's house and swimming pool. 900-120-3 0.16 mile west along New York Ave. from the Deland R.R. station, 0.70 mile south along Lake View Dr. from New York Ave., 25 feet east of Lake View Dr. 68

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TABL 1.--Continued Well No. Location 900-120-4 0.16 mile west along New York Ave. from Deland R.R. station, 0.70 mile south along Lake View Dr. from New York Ave., 40 feet west of Lake View Dr., 4 feet east of a fish tank. 900-120-5 0.16 mile west along New York Ave. from Deland R.R. station, 0.74 mile south along Lake View Dr. from New York Ave., on the west side of Lake View Dr. between owner's house and fish pool. 900-120-6 0.16 mile vest along New York Ave. from Deland R.R. station, 0.79 mile south along Lake View Dr. from New York Ave., 80 feet southwest of Lake View Dr. 900-120-7 0.16 mile vest along New York Ave. from Deland R.R. station, 0.82 mile south along Lake View Dr. from New York Ave., 50 feet northeast of Lake View Dr. 900-120-8 0.16 mile west along New York Ave. from Deland R.R. station, 0.B2 mile south along Lake View Dr. from New York Ave., 30 feet northeast of Lake View Dr. 900-120-9 2.72 miles vest along West Beresford Dr. from U. S. Hwy. 17 in Deland, 120 feet northwest of buildings at the end of West Beresford Dr. 900-120-10 0.53 mile west along New York Ave. from Deland R.R. station, 0.35 mile south along a secondary road from New York Ave., 0.47 mile southeast along a shell road from the secondary road, 6 feet east of owner's house. 900-120-11 0.53.mile west along New York Ave. from Deland R.R. station, 0.35 mile south along a secondary road from New York Ave., 0.43 mile southeast along a shell road from the secondary road, 2 feet east of owner's house. 900-120-12 0.53 mile west along New York Ave. from Deland R.R. station, 0.35 mile south along a secondary road from New York Ave., 0.41 mile southeast along a shell road from the secondary road, 3 feet northwest of owner's house. 900-120-14 0.53 mile west along New York Ave. from Deland R.R. station, 0.35 mile south along a secondary road from New York Ave., 0.38 mile southeast along a shell road from the secondary road, 2 feet southeast of owner's house. 900-120-15 0.53 mile west along New York Ave. from Deland R.R. station, 0.35 mile south along a secondary road from New York Ave., 0.32 mile southeast along a shell road from the secondary road, at northeast corner of owner's house. 900-120-16 0.53 mile west along New York Ave. from Deland R.R. station, 0.35 mile south along a secondary road from New York Ave., 0.31 mile southeast along a shell road from the secondary road, 45 feet east of owner's house. 900-120-17 0.53 mile west along New York Ave. from Deland R.R. station, 0.35 mile south along a secondary roadfrom New York Ave., 0.28 mile southeast along a shell road from the secondary road, 103 feet east of the shell road. 900-120-18 0.16 mile west along New York Ave. from Deland R.R. station, 0.51 mile south along Lake View Dr. from New York Ave., 12 feet west of the west edge of Lake View Dr. 900-120-19 0.16 mile west along New York Ave. from Deland R.R. station, 0.51 mile south along Lake View Dr. from New York Ave., 12 feet west of the west edge of Lake View Dr., 5 feet south of well 900-120-18. 900-120-20 0.16 mile west along New York Ave. from Deland R.R. station, 0.51 mile south along Lake View Dr. from New York Ave., 12 feet west of the west edge of Lake View Dr., 10 feet south of well 900-120-18. 900-121-1 0.67 mile east along State Hwy. 44 from the east end of a bridge across the St. John's River, 140 feet north of State Hwy. 44, 30 feet north of owner's house. 900-121-2 0.53 mile west along New York Ave. from Deland RR. station, 0.41 mile south along a secondary road from New York Ave., 3 feet north of owner's house on east side of the secondary road. 900-121-3 0.53 mile west along New York Ave. from Deland R.R. station, 0.46 mile south along a secondary road from New York Ave., 5 feet southeast of owner's house on east side of road. 900-121-4 0.53 mile west along New York Ave. from Deland R.R. station, 0.35 mile south along a secondary road from New York Ave., 100 feet east along a shell road from the secondary road, northeast of owner's house. 69

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TABLE 1.--Continued Well so. Location 900-121-5 0.53 mile west along New York Ave. from Deland R.R. station, 0.35 mile south along a secondary road from New York Ave., 75 feet east along a shell road from the secondary road, northwest of owner's house. 900-121-6 0.53 mile west along New York Ave. from Deland R.R. station, 0.35 mile south along a secondary road from New York Ave., 0.27 mile southeast along a shell road, 70 feet west of the shell road. 900-121-7 0-53 mile west along New York Ave. from Deland R.R, station, 0.35 mile south along a secondary road from New York Ave., 0.25 mile southeast along a shell road from the secondary road, 60 feet vest of the shell road. 900-121-8 0.53 mile west along New York Ave. from Deland R.R. station, 0.35 mile south along a secondary road from New York Ave., 0.31 mile south along a shell road the secondary road, on west side of owner's house. 900-122-1 0.11 mile south along New York Ave. from its intersection with State Hwy. 46 at a bridge across the St. John's River, 16 feet west of the east bank of the St. John's River. 900-122-2 0&2 mile east along State Hwy. 44 from a bridge across the St. John's River, 200 feet south of State hwy. 44 and 50 feet south of owner's cafe. 900-122-3 0.39 mile north along the east bank of the St. John's River from a bridge on State Huy. 44 across the St. John's River, at the northwest corer of a deserted bridgetender's house. 901-053-1 0.32 mile east along 3d Ave. from its intersection with 2d Ave. and Peninsula Dr. in New Smyrna Beach, J50 feet south along a sand road from 3d Ave., 40 feet west of the sand road. 901-054-1 0.12 mile east along 3d Ave. from its intersection with 2d Ave. and Peninsula Dr. in New Smyrna Beach, 2.5 feet northeast of the east corner of a shed south of owner's shop. 901-054-2 0.12 mile east along 3d Ave. from its intersection with 2d Ave. and Peninsula Dr. in New Smyrna Beach, 10 feet northwest of the south corner of a shed south of owner's shop. 901-055-1 60 feet northeast of the intersection of US. Hwy. 1 and Lytle St. in New Smyrna Beach, in the edge of a concrete pool. 901-055-2 500 feet south along U. SHwy. 1 from Wayne Ave. in New Smyrna Beach, 36 feet west of "wner's fruit shop on west side of U. S. Hwy. 1. 901-055-3 70 feet northwest of the intersection of Riverside Dr. and Canal St., in New Smyrna Beach, in a park east of the Chamber of Conmerce Bldg. 901-055-4 325 feet east of the intersection of Riverside Dr. and Downing St. in New Smyrna Beach, between the war Monument and the caretaker's bldg. in the Riverside park. 901-055-5 10 feet east of the intersection of Riverside Dr. and Downing St. in New Smyrna Beach, along the extension of the south edge of Downing St. 901-055-6 275 feet east of Riverside Dr. and 360 feet north of Lytle St. in New Smyrna Beach, on the west edge of an ornamental pool. 901-055-7 340 feet east along Lytle St. from its intersection with Riverside Dr. in New Smyrna Beach, 10 feet north of the northwest corner of a bridge toll station. 901-055-B 150 feet easr along Lytle St. from its intersection with Riverside Dr. in New Smyrna Beach, 25 feet north of the north edge of Lytle Sc. 901-055-9 300 feet north along Faulkner St. from its intersection with Ronnoc St. in New Smyrna Beach. 20 feet southeast of owner's garage. 90L-055-10 350 feet south along Park Blvd. from Canal St. in New Smyrna Beach, 20 feet east of Park Blvd. 901-055-11 100 feet west along Canal St. from Duss St. in New Smyrna Beach, 175 feet north of the north edge of Canal St., 5 feet west of a small shed. 901-055-12 310 feet southeast of the intersection of Orange Ave. and Smith St. in New Smyrna Beach, in the southwest corner of a building owned by New Smyrna Beach City Water Department. 70

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TA=Z 1.--Continued Well No. Location 901-055-13 200 feet vest along Smith St. from S. Orange Ave. in New Smyrna Beach, 50 feet north of the north edge of Smith St., 5 feet west of a drainage canal. 901-055-14 0.44 mile south along Riverside Dr. from Canal St. in New Smyrna Beach, 1.5 feet west of the northwest corner of owner's garage at 1010 S. Riverside Dr. 901-055-15 110 feet south along Riverside Dr. from Ronnoc St. in New Smyrna Beach, 125 feet west of Riverside Dr. at northwest corer of owner's garage. 901-056-1 800 feat vest along Wayne Ave. from the Florida East Coast R.R. in New Smyrna Beach, 125 feet north of Wayne Ave. 901-056-2 750 feet vest along Ronnoc St. from Florida East Coast R.R. in HeN Smyrna Beach, 340 feet north of Ronnoc St. 901-056-3 0.39 mile west along State HEy. 40-A from its intersection with State Hwy. 40 in New Smyrna Beach, 250 feet south of State Hwy. 40-A and 125 feet north of an abandoned railroad. 901-056-4 0.29 mile east along Enterprise Ave. from its intersection with State Hwy. 40-A in New Smyrna Beach, 0.15 mile southeast along a sand road from Enterprise Ave., 50 feet north of the sand road. 901-056-5 0.06-mile west along State Hwy. 40-A from its intersection with Enterprise Ave. at New Smyrna Beach, 100 feet north of State Hwy. 40-A in a pasture. 901-056-6 0.27 mile weat along Wayne Ave. from the Florida East Coast R.R. in New Smyrna Beach, 180 feet north of Wayne Ave., 3 feet south of the southeast corner of a barn. 901-056-7 450 feet south along Ingham Rd. from Canal St. in New Smyrna Beach, 20 feet east of Inghae Rd. along the extension of the north edge of Wickersham Rd. 901-056-B 350 feet south along Mission Rd. from Canal St. in New Smyrna Beach, 125 feet east of Mission Rd. and 12 feet southwest of owner's garage. 901-056-9 0.12 mile west along State Huy. 40-A from its intersection with State Hwy. 40 in New Smyrna Beach, 69 feet south of State Bwy. 40-A. 901-056-10 175 feet north along Sinnka St. from Enterprise Ave. in New Smyrna Beach, 6 feet eat of the southeast corner of house number 509 Sinnka St. 901-057-1 1.81 miles west along State ly. 40 from State Hwy. 40-A in New Smyrna Beach, 0.54 mile northwest along a sand road from State Hwy. 40, in the edge of a ditch along the east side of the sand road. 901-057-2 1.81 miles vest along State Hwy. 40 from State Hwy. 40-A in New Smyrna Beach, 0.55 mile northwest along a sand road from State Hwy. 40, 80 feet northwest of the sand road. 901-057-3 0.51 mile east along State HBy 40-A from its intersection with Gleneo Rd. west of New Smyrna Beach, 110 feet south of State Hey. 40-A. 901-057-4 0.48 mile west along State Hwy. 40-A from its intersection with Enterprise Ave. in New Smyrna Beach, 675 feet north along a driveway from State Hwy. 40-A, 20 feet West of the driveway. 901-057-5 0.48 mile west along State Hwy. 40-A from its intersection with Enterprise Ave. in New Smyrna Beach, 80 feet north of State Bwy. 40-A. 901-058-1 0.27 mile north along Glenco Rd. from State Hwy. 40 vest of New Smyrna Beach, 0.20 mile east along Selleck Ed. from Glenco Rd.. 500 feet north of Selleck Rd. 901-058-2 0.27 mile north along Glenco Rd. from State Hwy. 40 west of New Smyrna Beach, 220 feet west along Selleck Rd. from Glenco Rd., 105 feet south of Selleck Rd. 901-058-3 0.64 mile north along Gleneo Rd. from State Hwy. 40 vest of New Smyrna Beach, 225 feet west of Clenco Rd. between owner's house and garage. 901-058-4 0.59 mile north along Glenco Rd. from State Hwy. 40 west of New Smyrna Beach, 80 feet west of Glenco Rd. in owner's garage. 901-058-5 0.19 mile west along State Huy. 40-A from Clenco Rd. west of New Smyrna Beach, 0.17 mile north along a aand road from State Hwy. 40-A, 100 feet east of the sand road. 71

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TABL 1--Continued ell Bo. Location 901-059-1 0.90 mile west along State Hwy. 40-A from Glenco Rd. west of New Smyrna Beach, 200 feet north along a driveway fro State Hwy. 40-A, under pumphouse floor. 901-101-I 1.74 miles east along State Hwy. 40 from its intersection with State Hwy. 415 in Samsula, 0.51 mile north along a sand road from State Hwy. 40, 25 feet vest of a concrete cattle trough. 901-102-1 0.50 mile north along State Hwy. 415 from its intersection with State Bay. 40, 0.41 mile east along a shell road from State HBy. 415 , 200 feet south of the shell road. 901-102-2 0.50 mile north along State Bay. 415 from its intersection with State Hwy. 40, 0.18 mile east along a shell road fron State Hwy. 415, 42 feet north of a house, in the floor of a pumphouse. 901-102-3 1.55 miles north along State Buy. 415 fro its intersection with State Hwy. 40 in Samsula, 40 feet southeast of owner's garage on the east side of State Hwy. 415. 901-102-4 1.04 miles north along State Hwy. 415 from its intersection with State Hwy. 40 in Samsula, 0.29 mile east along a shell road from State Hwy. 415, 500 feet south along a driveway and 33 feet east of driveway. 901-102-5 1.04 miles north along State Hwy. 415 from its intersection with State Bwy. 40 in Samsula. 0.41 mile east along a shell road from State Hwy. 415, inside owner's harn. 901-106-1 1.55 miles east along State Hwy. 40 from its intersection with State Bwy. 40-A west of Samsula, 170 feet north of State Hwy. 40, at the northeast corner of a pumphouse. 901-109-1 6.10 miles vest along State Bwy. 40 from its intersection with State Hwy. 430 east of Lake Helen. 100 feet north of owner's house on the north side of State BHy. 40. 901-114-1 0-79 mile north along a road on the east shore of Lake innemissett from State Hwy. 40, in a tin shed at the north end of owner's garage. 901-117-1 800 feet west of U. S. Hwy. 17 and 180 feet south of State Hy. 44 in Deland, 95 feet southwest of the Chamber of Commerce Bldg. 901-117-2 400 feet north of the Deland Post Office in a city park, at the intersection of Florida Ave. and Rich Ave. 901-118-1 0.39 mile west along Michigan Ave. from U. S. Hwy. 17 in Deland, in the north end of the pumphouse at the city water plant. -90-118-2 0.39 mile west along Michigan Ave. from U. S. Hwy. 17 in Deland, in the south end of the pumphouse at the city water plant. 901-119-1 60 feet southwest of office of Parrish Fruit Co. at 407 H. Spring Garden St. in Deland, in the floor of the pumphouse. 901-122-1 0.69 mile east along State Hwy. 44 from a bridge across the St. John's River, 0.48 mile northwest along a trail from State Hwy. 44, 40 feet north of a house. 901-12221.17 miles east along State Hwy. 44 from a bridge across the St. John's River, 1.07 miles northwest along a shell road from State Hwy. 44, 40 feet from the St. John's iver bank. 902-054-1 0.17 mile north along .Peninsula Ave. from Hillsboro Ave. inNew Smyrna Beach, in the owner's garage at 1316 N. Peninsula Dr. 902-054-Z 0.1 mile east along Flagler Ave. from Peninsula Ave. in Hew Smyrna Beach, 175 feet north of mnaer's garage at 214 Flagler Ave. 902-054-3 0.05 mile north along Peninsula Ave. from Ocean Ave. in New Smyrna Beach, 0.09 mile west of Peninsula Ave. in the center of owner's circular driveway. 902-055-1 200 feet south along 0. S. HBy. I from Wayne Ave. in New Smyrna Beach, 50 feet east of VS. wy. 1 in a lily pond. 902-056-1 0.14 wile west along Wayne Ave. from the Florida East Coast R.R. in New Smyrna Beach, 320 feet north of Wayne Ave. in an orange grove. 902-056-2 0.66 mile south along U. S. Hwy. 1 from the entrance of the New Smyrna Beach Airport, 480 feet west of U. S. wry. 1 at the west end of a trailer court. 72

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TAE 1. --Continued Well o.Location 902-056-3 0.76 mile west along Wayne Ave. from U. S. Hwy. 1 in New Smyrna Beach, 1700 feet north across a golf course from Wayne Ave., at the south end of a pond. 902-056-4 0.15 mile vest along Bandley Dr. from U. S. Hwy. 1 in New Smyrna Beach, at the southeast corner of the intersection of Bandley Dr. and Turnbull St. 902-056-5 0.40 mile vest along Wayne Ave. from U. S. Hwy. 1 in New Smyrna Beach, 950 feet north along an electric power line from Wayne Ave. on east side of power line clearing. 902-057-1 1.41 miles west along Sheldon Ave. from U. S. rwy. 1 in New Smyrna Beach, 0.12 mile west along a driveway from Sheldon Ave., 15 feet north of owner's house in a pond. 902-057-2 0.59 mile east along State Hwy. 40-A from Glance Rd. west of New Smyrna Beach, 1.33 miles north along a shell road from State Hwy. 40-A, 50 feet east of owner's house. 902-057-3 2.17 miles west along Sheldon Ave. from U. S. Hwy. 1 in New Smyrna Beach, 0.36 mile southwest along a shell road from Sheldon Ave., 0.24 mile east along a driveway from the shell road, 540 feet south of the driveway. 902-059-1 1.62 miles west along State Hwy. 40-A from Glerco Rd. west of New Smyrna Beach, 15 feet east of owner's house on the north side of State BHy. 40-A. 902-059-2 1.73 miles west along State Hwy. 40-A from Glenco Rd. west of New Smyrna Beach, 18 feet.northwest of owner's house on the north aide of State Hwy. 40-A. 902-059-3 1.04 miles west along State Hwy. 40-A from Glenco Rd. west of New Smyrna Beach, 4 feet vest of owner's garage on the north aide of State Hwy. 40-A. 902-059-4 0.99 mile vest along State Hwy. 40-A from Glenco Rd. vest of New Smyrna Beach, 150 feet north of State Hwy. 40-A, 3 feet east of owner's garage. 902-101-1 1.04 miles east along State Hwy. 40-A from a bridge across Spruce Creek, 0.69 mile south along a sand road from State Hwy. 40-A, 400 feet east of the driveway in a stock pen. 902-101-2 1.04 miles east along State Hwy. 40-A from a bridge across Spruce Creek, 200 feet south along a sand road from State Hwy. 40-A, 50 feet west of sand road in a pumphouse. 902-101-3 1.41 miles east along State 1Hy. 40-A from a bridge across Spruce Creek, 100 feet south of State Hwy. 40-A, 3 feet southeast of a truck shed. 902-102-1 0.57 mile south along State Hwy. 415 from its intersection with State Hwy. 40-A in Samaula, 0.60 mile east along a shell road from State Huy. 415, 0.26 mile northeast along a driveway from the shell road, under the north end of a house. 902-103-1 1.02 miles west along State Hay. 40-A from its intersection with State huy. 415 in Saasula, 92 feet north of State Hwy. 40-A and 15 feet west of owner's garage. 902-103-2 1.02 miles west along State Hwy. 40-A from its intersection with State Hwy. 415 in Samaula, 510 feet north of State BHy. 40-A, 305 feet east of a sand road. 902-103-3 0.54 mile west along State Bwy. 40-A from its intersection with State Hwy. 415 in Samula, 0.17 mile south along a driveway from State RBy. 40-A, 192 feet vest of the driveway. 902-103-4 76 feet southwest of the intersection of State Hwys. 40-A and 415 in Samsula. 902-104-1 1.53 miles west along State Buy. 40-A from State Huy. 415 in Samsula, 275 feet north of State Hwy. 40-A, 30 feet east of stock pen. 903-056-1 280 feet west of U. S. Bwy. 1, 170 feet southeast of the main hangar at the New Smyrna Beach Airport. 903-056-2 80 feet east of the intersection of U. S. -oBy. 1 and Douglas St. in New Smyrna Beach 903-057-1 0.35 mile west along Douglas St. from U. S. Hwy. 1 in New Smyrna Beach, 175 feet north of Douglas St., 70 feet east of Brookline Ave. 903-057-2 1.02 miles west along Douglas St. from U. S. Buy. 1 in New Smyrna Beach, 120 feet west of Sunset Dr. at the southeast corner of owner's house. 903-057-3 2.50 miles west along Sheldon Ave. from U. S. Bly. 1 in New Smyrna Beach, 0.38 mile north along a trail from Sheldon Ave., 225 feet east of the trail and 175 feet west of Spruce Creek. 73 t.

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TAHE l.-Conatined Well No. Location 903-057-4 2-8 miles west along Sheldon Ave. from U. S. Hwy. 1 in New Smyrna Beach, 250 feet northeast along a driveway from Sheldon Ave., 10 feet north of the driveway. 903-057-5 2.50 miles west along Sheldon Ave. from U. S. Hwy. 1 in New Smyrna Beach, 375 feet east along a driveway from Sheldon Ave., 50 feet north of owner's house and 40 feet east of garage. 903-057-6 2.72 miles west along Sheldon Ave. from U. S. Hwy. 1 in New Smyrna Beach, 250 feet east along a driveway from Sheldon Ave., 25 feet west of owner's house on north side of driveway. 903-058-1 2.63 miles west along Sheldon Ave. from U. S. Hy. 1 in New Smyrna Beach, 32 feet north of Sheldon Ave. in a clump of banana trees. 903-059-1 4.02 miles west along Sheldon Ave. from U. S. vBy. 1 in New Smyrna Beach, 110 feet north of Sheldon Ave. and 5 feet north of owner's house. 903-102-1 0.66 mile east along State Hwy. 40-A freo State Hwy. 415, in Samsula, 160 feet north of State BHy. 40-A and 50 feet west of a garage. 903-102-2 0.52 mile east along State Hwy. 40-A from State Hwy. 415 in Samsula, 0.68 mile north along a shell road from State Hwy. 40-A, 0.41 mile northwest along a driveway from the shell road, 8 feet west of driveway. 903-102-3 0.32 mile east along State Hwy. 40-A from State Hwy. 415 in Samsula, 0.35 mile north along a shell road from State Boy. 40-A, 300 feet east of the shell road in a barn. 903-102-4 0.52 mile east along State Hwy. 40-A from State Hwy. 415 in Samsula, 0.68 mile north along a shell road from State Hwy. 40-A, 275 feet west of the shell road. 903-102-5 0-52 mile east along State Hwy. 40-A from State Hwy. 415 in Samoula, 0.22 mile north along a shell road from State Hwy. 40-A, 500 feet east of the shell road in a barn. 903-102-6 0.74 mile east along State Hwy. 40-A from State Hwy. 415 in Samsula, 8 feet south of State Buy. 40-A at the east end of a pump shed. 903-102-7 1.01 miles east along State Hwy. 40-A from State Hwy. 415 in Samsula, 500 feet north of State Hwy. 40-A in the south end of a building. 903-103-1 1.02 miles west along State Hwy. 40-A from State Huy. 415 in Samsula, 0.73 mile north along a shell road from State HBy. 40-A, 800 feet east of the shell road. 903-03-2 1.02 miles west along State BHy. 40-A from State Buy. 415 in Samsula, 0.79 mile north along a shell road from State Hwy. 40-A, 450 feet east of the shell road. 903-103-3 0.52 mile east along State Bwy. 40-A from State Hwy. 415 in Samsula, 0.58 mile north along a shell road from State Hwy. 40-A, 0.57 mile west along a driveway from the shell road, 400 feet north of end of driveway. 903-104-1 1.02 miles west along State Hby. 40-A from State Hwy. 415 in Samaula, 0.62 mile north along a shell road from State Hwy. 40-A, 300 feet east of the shell road. 903-104-2 1.02 miles west along State Bay. 40-A from State HBy. 415 in Samsula, 0.62 mile north along a shell road from State Bwy. 40-A, 100 feet west of the shell road. 903-115-1 2.47 miles east along U. S. EHy. 92 from U. S. Hwy. 17 in Deland, 140 feet south of U. 5. Bwy. 92 and 200 feet east of the State Hwy. Camp road. 903-115-2 2.72 miles east along U. S. Hwy. 92 frou U. S. Huy. 17 in Deland, 175 feet south of U. S. by. 92, 50 feet north of owner's house. 903-116-1 1.15 miles east along U. S. HBy. 92 from 0. S. HBy. 17 in Deland, 750 feet north of U. S. Rwy. 92, in a pumphouse at the airport purification station. 903-121-1 2.29 miles north along Grand Ave. from State Hwy. 44 vest of Deland, 1.18 miles northwest along a sand road from Grand Ave., 80 feet east of the St. John's River. 903-121-2 2.29 miles north along Grand Ave. from State Hwy. 44 west of Deland, 1.22 miles northwest along a sand road frm Grand Ave., 700 feet east of the sand road. 904-055-1 5.1 miles south along South Atlantic Ave. from the Port Orange Bridge, 0.30 mile west along a secondary road fro the south end of South Atlantic Ave., 0.31 mile south along a sand road from the secondary road, 100 feet southwest of owner's house. 74

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TABLE l.--Continued Well No. Location 904-055-2 5.1 miles south along South Altuatic Ave. fro the Port Orange Bridge, 0.30 mile west along secondary road from South Atlantic Ave., 0.52 mile south along a sand road from the secondary road, 400 feet north of the sand road. 904-057-1 0;72 mile south along U. S.. By. 1 from Spruce Creek bridge, 160 feet north of U. S. wry. 1. 904-057-2 1.13 miles south along U. S. Buy. 1 from Spruce Creek bridge, 400 feet west along a driveway.from U. S. Bay. 1, at the north end of a wind break near the center of an orange grove. 904-057-3 1.38 miles south along U. S. By. 1 from Spruce Creek bridge, 0.83 mile west along a sand road frao U. S. By. 1, 370 feet southeest of the end of the sand road, 2 feet frm Spruce Creek. 904-057-4 1:62 miles south along U. SHwy. 1 from Spruce Creek bridge, 0.08 mile west along a sand road from D. S. Buy. 1, in a banana grove. 904-057-5 1.25 miles south along U. S. Huy. 1 from Spruce Creek bridge, 200 feet west of U. S. Buy. 1 In an orange grove. 904-058-1 300 feet south along U. S. By. 1 from Spruce Creek bridge, 325 feet west of U. S. By. 1, 15 feet west of ovner's garage. 904-059-1 1400 feet southest of the south end of the Florida East Coast R.R. bridge across Spruce Creek, 220 feet south of Spruce Creek and 180 feet west of owner's house. 904-100-1 2.36 illes norC-hest along a sand road from the intersection of Enterprise Ave. and State Buy. 40-A'nest of Neu Smyrna Beach, 160 feet east of the sand road and 30 feet east of a house. 904-101-1 0.57 mile east along a sand road from the east end of the east-west runway at Spruce Creek Airport, 15 feet east of a house on the north side of the sand road.. 904-101-2 0.64 mile east along a sand road from the east end of the east-west runway at Spruce Creek Airport, 800 feet southeast along a driveway to house at Tooka Ranch, 20 feet east of the house. 904-103-1 1.02 ailes vest along State Hwy. 40-A from State TIy. 415 in Sansula, 2.62 miles north along a sand road from State Buy. 40-A, 0.39 mile east along a shell road from the sand road, 400 feet south of the shell road. 904-104-1 1.02 miles west along State Huy. 40-A from State Buy. 415 in Samsula, 2.01 miles north along a sand road from State Bwy. 40-A, 127 feet east of the sand road and 35 feet east of a house. 904-104-2 1.02 miles west along State Bmy. 40-A from State Buy. 415 in Samsula, 2.61 miles north along a sand road from State Buy. 40-A, 300 feet east of the sand road and 300 feet south of an east-nest road. 904-104-3 1.02 miles vest along State Hwy. 40-A from State Bry. 415 in Samsula, 2.36 miles north along a sand road from State Buy. 40-A, 0.23 mile west from the sand road and 120 feet north, in a pumphouse. 904-114-1 4.90 miles east along U. S. BHy. 92 from U. S. fhy. 17 in Deland, 165 feet north of U. S. ivy. 92 and 105 feet west of an equipment shed. 904-117-1 225 feet vest of the intersection of U. S. Buy. 17 and State Hey. 11, north of Deland. 904-118-1 0.76 mile northuest along U. S. Buy. 17 from State HBy. 11 north of Deland, 500 feet northeast of U. S. Hwy. 17 and 3 feet northeast of owner's house. 904-118-2 0.92 mile north along U. S. Buys. 17 and 92 from State Buy. 11, in Deland, 90 feet northeast of U. S. Huys. 17 and 92. 905-055-1 5.1 miles south along South Atlantic Ave. from the Port Orange Bridge, 0.31 mile west along a sand road from South Atlantic Ave., 0.05 mile north and 60 feet nest from the sand road, 2 feet west of owner's pumphouse. 905-056-1 4.7 miles south along South Atlantic Ave. from the port Orange Bridge, 0.62 mile west along a sand road from South Atlantic Ave., 3 feet south of house. 905-056-2 4.2 miles south along South Atlantic Ave. from the port Orange Bridge, 115 feet vest of South Atlantic Ave. 75 S*·

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TABLE 1.-Continued Well So. Location 905-056-3 6.7 miles south along South Atlantic Ave. fro the Port Orange Bridge, 0.32 mile Mast along a sand road from South Atlantic Ave. at the southeast end of a shell pit. 905-058-1 300 feet south along U 8. vHy. 1 from a bridge across Rome Bay, 0.24 mile southeast along a sand road from U. S. Hwy. 1, 125 Eeet vest of the sand road at teat o wnar's house. 905-059-1 0.91 ile west along Commonwealth Ave. from U 8. Iry. 1 in Allendalej 2,23 miles south along a sand road from Comonwealth Ave., 570 feet east along a driveway from the sand road, 10 feet north of a house. 905-059-2 0.91 nile west along Commonwealth Ave. from U. S. Evy. 1 in Allendale, 2.72 miles south along a sand road from Ceomonwealth Ave., 0.19 mile east along a driveway from the sand road, 35 feet north of a house. 905-100-1 2.51 ailea northwest along a sand road from the intersection of Enterprise Ave, and State Hy. 40-A. eat of New Smyrna Beach, 1.14 miles northwest along a trail from the sand road, at the end of the trail on the creat of a creek bank. 905-100-2 0.91 mile eat along Commonealth Ave. from D. B. Evy. 1 in Allendale, 1.17 niles south along a shall road from Commonwealth Ave., 1.08 miles vest along a sand road from the shell road, 0.63 mile south from the sand road and 5 feet south of a barn. 905-100-3 0.91 aile west along ommonwealth Ave. from U. S. Hwy. 1 in Allendale, 3.36 miles aouth along a shell road from Croonwealth Ave., 100 feet south of the shell road, in the north edge of Spruce Creek. 905-L01-1 3.82 miles southwesc along Herbert St. from U. S hvy. 1 in Port Orange, 0.57 aile southeast along a driveway from Herbert St. extension, 100 feet southwest of a house tn a pupbouse. 905-102-1 0.52 mile east along State twy. 40-A from State Huy. 415, in Samsula, 1.41 miles north along a sand road from State Huy. 40-A to Spruce Creek Airport. 0.24 mile north of the north end of the north-south runway, 12 feet outh of SprUce reek. 905-102-2 1.02 miles west along State Hwy. 40-A froa State HBy. 415 in Samsula, 2.64 miles north along a sand road from State Hwy. 40-A, 1.41 miles east along a shell road from the sand road, 0.46 mile east along a trail from the shell road, 900 feet south of the trail on the bank of Spruce Creek. 905-102-1 1.02 miles west along State Hwy. 40-A from State Hey. 415, in Saasula, 2.64 miles north along a sand road from State Hry. 40-A, 1.41 siles eaat along a shell road from the sand road, 0.27 mile east along a trail from the shell road, 750 feet south of the trail at owner's house. 905-102-4 1.02 miles west along State Hwy. 40-A from State Hey. 413 in SadIula, 2.64 miles north along a sand road from State Hwy. 40-A, 1.41 miles east along a shell road from the sand road, 0.12 mile east along a trail from the shell road, 650 feet south of the trail at the west end of an orange grove. 905-1(3-L 1.02 miles west along State HSy. 40-A fro State Hey. 415, in Samaula, 2.90 miles north of a sand road from State Hey. 40-A, $00 feet east of the sand road, northeast of northeast corner of owner's house. 905-104-I 1.02 miles west along State ey. 40-A from State Bky. 415 in Sansula, 3.37 tiles north along a sand road from State HRy. 40-A, 0.38 mile west along a trail from the aand road, 140 fet south of the trail at owner's house. 905-104-2 1.02 miles west along State Hwy. 40-A from State Hwy. 415, in Samsula, 2.66 miles north along a sand road from State Hwy. 40-A, 0.38 mile west along a trail frno the sand road, 0.22 mile north along the trail, 60 feet east of the trail. 905-104-3 L.02 tiles et alon State Ry. 40-A from State Hwy. 415 in Samsula, 2.66 miles north along a sand road from State Hwy. 40-A, 0.38 aile weat along a trail from the sand road, 0.35 mile north along the trail, 0.16 mile west along a driveway, 40 feet south of the end of the driveway. 905-104-4 1.02 miles west along State Hwy. 40-A from State Hwy. 415, in Saanula, 2.66 miles north along a mand road from State Rwy. 40-A, 0.38 mile west along a trail from the sand road, 0.48 mile north along the trail, 0.15 mile wst along a driveway from the trail, 100 feet north of the end of the driveway. 905-104-5 1.02 miles wa t along State Hwy. 40-A from State Bwy. 415, in Samaula, 2.66 illes north along a sand road from State Hwy. 40-A, 0.38 mile vest along a trail from the sand road, 0.53 mile north along the trail, 0 15 mile east along a drivevay, 60 feat north of driveway. 76

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TABl 1.--Continued Well No. Location 905-113-1 5.2 miles east along U. S BHy. 92 from Ui S, Hwy. 17 at Deland, 5 feet east of the vest bend of a concrete bridge and 1 foot north of the south guard rail of the bridge. 905-113-2 5.7 miles east along U. 8 Hay. 92 from U. S. Hwy. 17 at Deland, 3 feet east of the center bend and under the south guard rail of a concrete bridge. 905-113-3 5.86 miles east along U. a. Bwy. 92 from U. 8 Hwy. 17 at Deland, 52 feet north of the north edge of the concrete pavement of U. 8. Hwy. 92, 8 feet south of the north edge of the highway right-of-way. 905-115-1 1.63 miles north along Harsh Rd. from Old Daytona Beach road at Deland Airport, 220 feet east of Harsh Rd., 90 feet east of onaer's house. 905-119-1 3.12 miles north along U. S. Bwy. 17 from ..B, y. 92 at Deland, 80 feet northwest of U. S. Hwy. 17. 905-120-1 4.15 miles north along U S. Bwy. 17 from U. S. Hwy. 92 in Deland, 220 feat northeast of U 8. Hwy. 17 at owner's trailer house. 906-056-1 2.98 miles a.outh along Atlantic Ae. from the Port Orange bridge at Fort Orange, 80 feet east of Atlantic Ave. 906-058-1 200 feet south along U. B. Hvy. 1 from a bridge across Rose Bay, 220 feet east of U. S. Hwy. 1 and 40 feet west of owner's house. 906-058-2 250 feet south along U. S. Hwy. 1 from a bridge across Rose Bay, 220 feet east of U. S. Hwy. 1 and 65 feet south of owner's house. 906-058-3 150 feet south along U. S. wy. 1 from a bridge across Rasa Bay, 80 feet west of U. S. Rwy. 1, 10 feet south of a fish pond. 906-058-4 120 feet north along U. 8. "By. 1 from a bridge across Rose Bay, 75 feet west of the west edge of U. S.lhy. 1. 906-058-5 250 feet east along Palm Ave. from U. S. Hay. lin Harbor Oaks, 40 feet south of Palm Ave. 906-058-6 300 feet east along Seminole Ave. from U. 8. Hwy. 1 In Harbor Oaks, 350 feet north of Seminole Ave. 906-058-7 500 feet east along Bay Shore Dr. from U. B. HBy. 1 in Harbor Oaks, 35 feet south of Bay Shore Dr. 906-058-8 300 feet south along Cedar St. from its intersection with U. S. Hwy. 1 and Seminole Ave. in Harbor Oaks, 60 feet vest of Cedar St. at the end of owner's driveway. 906-058-9 0.46 mile south along Cedar Bt. from its intersection with U. 8. .wy. 1 and Seminole Ave. in Harbor Oaks, between owner's house and garage. 906-058-10 250 feet wast along Beminole Ave. from U. 8. Huy. 1 in Harbor Oaks, 200 feet north of Seminole Ave. northeast of pmphouse. 906-058-11 do 906-058-12 do 906-058-13 do 906-058-14 do 906-058-15 do 906-101-1 1.44 miles southwest along Berbert St. extension from Canal Rd. in Port Orange, 200 feet east of Herbert St. extension and 40 feet east of a house. 906-111-1 12.1 miles vast along U. 8. Huy. 92 from U. S. EBy. 1 in Daytona Beach, 70 feet north of U. S. Hwy. 92 and 30 feet east of a house. 906-111-2 13.03 miles west along U. 8. Hwy. 92 from U. 8. Hry. 1 in Daytona Beach, 120 feet north of U. S. Hey. 92 at the ruins of a house. 906-112-1 13.76 miles vest along U. S. Bwy. 92 from U. S. Hwy. 1 in Daytona Beach, 110 feet north of the edge of U. S. Hsy. 92, and 20 feet vest of the game checking station in -the Hunting Reserve. 77 1

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TANLE 1.--Continued Ialt 9a. Location 906-116-1 3.84 miles north alonm Marsh Rd. from the old Daytoa Beach road at Deland Naval Air Station, 0.20 mile west alon a driveway from Marsh Rd., 20 feet met of a house and 4 feat uast of a shad. 907-057-1 2.1 miles south along Atlantic Ave. from the Port Orange Bridge in Port Orange, 3 feet southeast of house number 4255 S. Atlantic Ave. 907-057-2 1.62 liles south along Atlantic Ave. from the Port Orange Bridge in Port Orange, 18 feet eat of a sea wall east of house number 4035 S. Atlantic Ave. 907-057-3 2.30 iles south along Atlantic Ave. from the Port Orange Bridge in Port Orange, in the floor of a garage between house nmber 4339 S. Atlantic Ave. and S. Atlantic Ave. 907-057-4 1.82 miles saouh alon Atlantic Av. from the Port Orange Bridge in Port Oranga, 7.2 feet eat of a fire hydrant in frontal house .ambr 4229 S. Atlantic Ave., 12.5 feet south of U.S.G.S. Bench ark lilber Number 1, 1934. W97-058-1 0.08 sile east along Wiver St. from U. S. wry. 1 in Allendale, 80 feet north of River St. It a pmphouse southwest of owner' house. 907-058-2 90 feet northest of the northwest edge of the intersection of U. S. gby. 1 and Comonealth Av. in Allendale, in the back roo of a liquor store. 907-058-3 240 feet northwst of the northwest edge of the intersection of U. 8. Boy. 1 and Comn ealth Av. in Allendale, 110 feet wet of U. S. Bwy. 1. 907-058-4 60 feet northtbsc of the intersection of U. S oy. I and Bo-s St. in Allendale, in the orthwest coner of a shed. 907-038-5 0.5 mile south alonu U. S. ky. 1 from Comonwelth Ave. in Allendale, 120 fest east of U. S. 1S. and 12 feet east of the northeast corner of Paradise Pat Shop. 907-058-4 0.51 mile south along Ut S. uy. 1 from Comsweai lth Ave. in Allendale, 120 feet wst of U. S. Bry. 1 at the northast corner of owner's garage. 907-058-7 0.40 mils north along .S. B7. 1 from Coonwealth Ave. in Allendale, 110 feet east of U. S. ry. 1 and 8 feet east of an abandoned house. 07-05-1 0.90 mile est alons Comonwealth Ave. from U. .BHy. 1 in Allandale, 0.31 mile north aleona shall road from Comommealh Ave., 0.29 ile rest along a sand road from the shall rond, 273 feet south of the sand road. 90-059-2 0.77 mile southwest alon Osk St. from U. S. Ny. I in Port Orane, 0.15 mile est along a drivway from the end of Oek St., at the west edge of a cleared field. 907-059-3 0.77 mile soatheast alog Oak St. from U. 8. Hwy. 1 in Port Orange, 90 feet east of the end of Oak St. and 15 feet south of a chicken house. 907-05-4 0.66 mila wet along Comonealth Av. from U. S. Huy. 1 in Allendale, 300 feet south of Ca mmealth Ave. at the south end of a pond. 907-059-3 0.55 mile est along Cmonwealth Ave. from U. S. Vey. 1 in Allendale, 0.34 mile north alon a sad trail from Comonwealth Ave., 285 feet, north of a house on the north side of the trail. 907-0590.55 mile est alon Comonwealth Av. from U. S. Boy. 1 in Allendale, 0.34 mile north alom a sand trail from Comonwealth Ave., 12 feet south of a shed on the south side of the trail. 907-100-I See table of Spring Records. 907-100-2 0.92 mile wet along Comnwealth Ave. from U. S. Hay. 1 in Allandale. 0.31 mile north along a shall road from Comnwealth Ave., 0.60 mile eat along a sand road from the shall road, 0.46 mile south along a trail from the sand road. 0.33 mile south along a irlveway from the trail, at the end of the driveway. 907-10-3 0.92 Vile alt along Cnommoelth Ave. from U. S HBy. 1 in Allendale, 0.31 mile north along a shell road from Comonwalth Ave., 0.59 mile est slong a sand road from the shell road, 40 feet south of the sand road and 70 feet est of owner's house. 907-101-1 1.53 miler vest on Herbert St. extension from Canal Rd. in Port Orange, 520 feet east of Herbert St. at southeast coner of a house. 78

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TAEL 1.--Continued Well No. Location 907-101-2 1.73 miles west on Herbert St. extension from Canal Rd. in Port Orange, 60 feet west of Herbert St. in a tin puphouse. 907-101-3 1.70 miles west on Herbert St. extension, from Canal Rd. in Port Orange, 110 feet east of Herbert St., at the southeast corner of a building. 907-101-4 1.73 miles southwest along Herbert St. extension, from Canal Rd. in Port Orange, 0.39 mile east along a driveway from Herbert St., 120 feet wet of a house and 25 feet east of a pond. 907-101-5 1.17 miles southwest along Herbert St. extension from Canal Rd. in port Orange, 0.15 mile north along a driveway from Herbert St., 15 feet south of owner's house. 907-104-1 3.7 miles south along Tomoka Farms Rd. from U. S. Hwy. 92 vest of Daytona Beach, 820 feet east along a driveway from Tmoka Farms Rd., 40 feet south of garage at end of the driveway. 907-110-1 11.98 miles west along U. S. Hwy. 92 from U. S. Hwy. 1 in Daytona Beach, 0.92 mile northeast along a brick road from U. S. Hwy. 92, 90 feet north of the brick road in a plowed firebreak. 907-110-2 11.98 miles west along U. S. Hwy. 92 from U. S. Huy. 1 in Daytona Beach. 0.88 mile northeast along a brick road from U. S. Hwy. 92, 26 feet south of the brick road at telephone pole number 346. 907-116-1 4.21 miles north along State Hwy. 11 from its intersection with U. S. Hwy. 17 north of Deland, 1.26 miles east along Old State Hwy. 11 from New State Hwy. 11, 30 feet west of the highway. 907-121-1 0.58 mile vest along a sand road from the Atlantic Coast Line R.R. crossing at Deleon Springs, at the south end of a pool at Bert's Park. 907-121-2 0.36 mile west along a sand road from the Atlantic Coast Line R.R. crossing at Deleon Springs, 0.08 mile south along a trail from the sand road, 0.16 mile west along a path from the trail, on the lake shore at Spring Carden Lake. 908-057-1 1.36 miles south along Atlantic Ave. from the Port Orange bridge in Port Orange, 5 feet southwest of garage behind house number 3946 S. Atlantic Ave. 908-057-2 0.51 mile south along Atlantic Ave. from the Port Orange bridge in Port Orange, 3 feet south of house number 3743 S. Atlantic Ave. 908-057-3 1.27 miles south along Atlantic Ave. from the Port Orange bridge in Port Orange, 36 feet east of the sea wall at house number 3917 South Atlantic Ave. 908-058-1 0.86 mile north along U. S. Hwy. 1 from Comniwealth Ave. in Allendale, 90 feet east of U. S. Hwy. 1 and 40 feet northeast of the Bermuda Motor Court. 908-058-2 0.33 mile south along South Atlantic Ave. from the Port Orange bridge in Port Orange, 20 feet southeast of the southeast corner of house number 3635 S. Atlantic Ave. 908-058-3 0.12 mile south along Peninsula Ave. from the Fort Orange bridge in Port Orange, 2 feet east of the northwest corner of owner's garage, northeast of the intersection of Peninsula and Delmotte Ave. 908-058-4 1400 feet west under the Port Orange bridge from Peninsula Ave. in Port Orange. 908-059-1 110 feet east of the City Hall, in the north room of the firehouse. 908-059-2 0.13 mile north along Orange Ave. from Ocean Ave. in Port Orange, 60 feet east of Orange Ave. extension and 10 feet southeast of owner's house. 908-059-3 0.28 mile south along U. S. Hwy. 1 from Dunlavton Ave. in Port Orange, 5 feet south of the driveway at 153 S. Ridgewood Ave. 908-059-4 0.60 mile south along U. S. Hwy. 1 from Dunlawton Ave. in Port Orange, 95 feet northwest of the intersection of U. S. Hay. 1 and White Place. 908-059-5 0.30 mile south along U. S. HMy. I from Dunlawton Ave. in Port Orange, 700 feet west of U. S. Hwy. 1 along Oak St., 50 feat north of Oak St. 79

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TAEL 1.--Continued e.1l No. Location 908-059-6 0.30 lile south along U. S. Hy. 1 from Dunltaton Ave. in Port Orange, 640 feet east along Oak St. free U. S. Iwy. 1, 80 feet north of Oak St. 908-059-7 0.42 mile eet along Oak St. from U. S. Ruy. 1 in Port Orange, 125 feet west of Oak St. in the rear of owner's house. 908-059-8 0.59 mile west along Oak St. from U. S. Hvy. 1 In Port Orange, 190 feet vest of Oak St. at the ruins of a burned house. 908-059-9 200 feet south along U. S. Hwy. 1 rrao Fox Place in Port Orange, 90 feet west of U. 8. mwy. 1. 20 feet from a carport and 3 feet north of owner's.driveway. 908-059-10 0.11 mile south along Canal Rd. from Herbert St. in Port Orange, 0.79 mile east along a shell road from Canal Rd., 0.12 mile south along a sand road from the shell road, 500 feet west of the sand road, 20 feet south of a house. 908-059-11 0.41 mile west along Herbert St. from U. S. Hwy. 1 in Port Orange, 5 feet south of the southwest corner of house umaber 193. 908-059-12 0.10 mile eert along Powers Ave. frorm uth St. in Port Orange, 250 feet mouth of Powers Ave. in a garden. 908-059-13 75 fet west along Poers Ave. from Ruth St. in Port Orange, 50 feet south of Powers Ave., 10 feet esat of house number 807. 908-059-14 0.47 mile wet along Ounlawton Ave. from U. S. HNy. 1 in Port Orange, 0.09 mile south along Locust St. from Dunlawton Ave., 6 feet east of owner'a house. 908-059-15 0.29 mile north along U. S. Hwy. I from Herbert St. in Port Orange, 200 feet West of II. S. Say. I. at the nest side of a building. 908-059-16 300 feet north along V. S. Hwy. 1 from Herbert St. in Port Orange, 90 feet seat of V. S. Nry. 1 beteen a houae and a garage. 908-100-1 0.49 mile south along Jackson St. from Herbert St. in Port Orange, 40 feet east of Jackson St. in a pumpbose. 908M-10-2 0.49 mile south along Jackson St. from Herbert St. in Port Orange, 340 feet east of Jackson St. 908-100-3 0.49 mile south along Jackaon St. from Herbert St. in Port Orange, 640 feet eaat of Jacksan St. 908-100-4 0.44 mile south along Jackson St. from Herbert St. In Port Orange, 60 feet vest of Jackson St. at the southwest corner of a garage. 908-100-5 0.03 mile east along Herbert St. from Canal Rd. in Port Orange, 200 feat south of aHrbert St. and 150 feet east of a main drainage canal. 908-100-6 0.18 mile east along Herbert St. from Canal Rd. in Port Orange, 100 feet mouth of Nerbert St. and 100 feet east of the northeast corner of a house. 908-I00-7 0.23 mile west along Herbert St. from Canal Rd. in Port Orange, 500 feet north of Herbert St.. 30 feet mouth of ouner's house. 906-100-8 0.40 mile west along Herbert St. from Canal Rd. In Port Orange, 100 feet east and 300 feet north along a drivewy, 75 feet east of the and of the driveway. 906-100-9 0.31 mile mest along Herbert St. from Canal Rd. in Port Orange, 160 feet wet along a driveway from Herbert St. 908-100-10 0.24 mile south along Jackoan St. from Herbert St. in Port Orange, 400 feet east along a sand road from Jackson St., 120 feet south of the sand road and 4 feet south of owner's house. 908-100-11 0.50 mile north along Canal Rd. from Berbert St. in Port Orange, 0.71 mile east along a sand road from Canal Rd., 18 feet west of a house on the West side of the game road. 908-100-12 0.50 1ile north along Canal Rd. from Herbert St. in Port Orange, 0.13 mile east along a sand road from Canal Rd., 0.16 mile north along a driveway from the sand road, 12 feet east of the driveway and 27 feet north of a tin shed. 908-100-13 0.50 mile north along Canal Rd. from Herbert St. in Port Orange, 0.13 mile east along a sand road from Canal Rd., 0.12 mile north along a driveway froa the sand road, 30 feet east of the driveway and 5 feet north of a house. 80

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TAml 1. --Continued Veil No. Locatim 908-100-14 0.36 ile northiest along Old Sugar Mill d. from Herbert St. in fort Orange, 175 feet north of Old Sugar Mill Rd. 908-101-1 0.79 mile west along Herbert St. from Canal ad. in ort Orange, 0.24 mile northwest along a driveway from Berbert St., 5 feet east of a shed, on the north aide of the drivewy. 908-101-2 0.78 mile west along Herbert St. from Canal Rd. in Fort Orange, 100 feet north of lerhert St. and 50 feet est of a building. 906-102-1 2.09 miles west along Big Tree d. from U. .Bwy. 1 in South Daytona, 1.32 miles south along a nd road from Bis Tree Ud., 410 feet west of the sand road. 908-104-1 1.73 amles south along Tonka Farms Rd. from U. S. nHy. 92 wet of Daytona Beach, 70 feet east of Toaoa arms d. and 40 feet mouth of a dairy barn. 908-107-1 8.26 iles west along U. 8. Hwy. 92 frm U. S. Hsy. 1 in Daytona Beach, 430 feet north along a driveway from U. S. Hy. 92, 6 feet south of the ditch line of old U. S. lry. 92. 908-107-2 8.08 amles west along U. S. S wy. 92 from U. 8. lhy. 1 in Daytona Beach, 0.12 mile mouth along a driveway from U. S. Hwy. 92, 153 feet east of the end of the driveway. 908-107-3 7.98 miles wet along J. S. S y. 92 from .S. fhy. 1 in Daytona gach, 0.13 mile north along a driveway from U. 8. Hwy. 92, 4 feet north of old house for Fire gangers. 908-108-1 8.74 mles west along U 8. Hwy. 92 from 0. S. Hvy. 1 in Daytona Beach, south along Caster Ave. to Narshall Rd., 130 feet north of Morshall Rd. and 60 feet west of Custer Ave. 90108-2 8.64 miles west along U. S. Hry. 92 from U. S. HRy. 1 in Daytona Beach, 135 feet north of U. S. tay. 92 at owner's garage. 906-114rl 7.8 wile east along 0. S. Hwy. 92 from U. 8. By. 17 in Deland, 3.7 miles north along a and road from U. S. Hwy. 92, 630 feet east along a driveway from the sand road. 908-117-1 5.9 miles north along State Huy. 11 from U. S. MHy. 17 in Deland, 120 feet east of State ry. .11 and 6 feet west of a pumpbhae. 908-121-1 1.51 alles north alog U. S. Hwy. 17 from Deleon Springs Post Office, 0.68 mile northeat along a secondary road from U. S. Bey. 17, 600 feet west of the secondary road. 908-121-2 1.51 miles north along U. S. Hwy. 17 from Deleon Springs Post Office, 0.14 mile sothmat from U. S. HBy. 17 to a secondary road, 0.72 mile north along the secondary road, 0.23 tle weat along a trail from the secondary road, 25 feet south of the and of the trail. 909-058-1 0.71 mile north along Atlantic Ave. from Dunlawton Ave. in Port Orange, 1 foot east of the northeast corner of house nmhber 3175 S. Atlantic Ave. 909-058-2 0.29 mile north along Atlantic Ave. from Duntlaton Ave. In Fort Orange, 3 feet south of the southeast corner of house number 3337 S. Atlantic Ave. 909-058-3 0.35 mile north along Atlantic Ave. from Dunlawton Ave. in Fort Orange, 3 feet northwet of the pmphouse at house number 3230 S. Atlantic Ave. 909-058-4 0.93 mile north along Peninsula Ave. from Dunlavo Ave. in Part Orange, 30 feet est of Ptaninsl Ave. in froatof hrre number 3115 S. Peninsula Ave. 909-058-5 1.08 ailes north along Atlantic Ave. from DOnlawton Ave. in Port Orange, 3 feet northeast of the northeast corner of the outside atairay at house number 3059 S. Atlantic Ave. 909-059-1 0.14 mile north aloag U. S. BHy. 1 from a bridge crossing Reed Canal at Reed Canal Rd. in Port Orange, 430 feet east of U. S. Hy. 1 in the weast end of a pmpbhouse. 909-059-2 0.14 mile north along U. S. Iry. 1 from a bridge croasing teed Canal at Reed Canal Ud. n Port Orange, 460 feet eaat of U. S. Hy. 1, southuest of a Manatee tank. 909-059-4 110 feet south of the southwest corner of the guard rail of a bridge on U. S. Hay. 1, crossing Reed Canal at Port Orange, 40 feet west of U. S. Hry. 1. 81 S. ,

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TAUIE 1.--Continued well No. Location 909-059-5 100 feet south along U. S. ley. 1 from a bridge erossing Reed Canal in Port Orange, 260 feet wst along a driveway from U. S. BIy. 1, in the weat end of a bathhoue. 909-059-6 0.26 mile north along U. S. Buy. 1 from a bridge crossing Reed Canal in Port Orange, 0.08 mile east alonn a driveway from U. S. HBy. 1, in the center of a loop in the driveway. 909-059-7" 0.26 mile north along U. S. Buy. 1 from a bridge crossing Reed Canal in Port Orange, 0.05 mile east along a driveway, 0.07 mile southeast from the drive across an open field, near the center of a windbreak of Australian pines. 909--09-6 0.09 mile north along U. S. BHy. 1 from a bridge crossing Reed Canal in Port Orange, 90 feet east of U. S. Buy. 1 in a building. 909-059-9 0.08 mile north along .S. Buy. 1 from a bridge croaaing Reed Canal in Port Orange, 115 feet east of U. S. By. 1 at east side of owner's bouse. 909-059-10 0.23 mile north along U. S. Buy. 1 fr a bridge crossing Read Canal in Port Orange, 70 feet east of U. S. Bwy. 1, at the northeast corner of a building. 909-059-11 0.32 mile south along U. S. Bay. 1 from a bridge crossing Reed Canal in Port Orange, 20 feet east of U. S. BMy. 1, 15 feet northwest of a house. 909-059-12 350 feet south along U. S. Buy. 1 frot a bridge crossing Reed Canal in Port Orange, 400 feet east of U. S. BHy. 1, at the northest corner of a house. 909-100-1 1.03 ilea east along Reed Canal Rd. from U. S. Bay. 1, in Port Orange, 0.23 mile north along a trail from Reed Canal Rd., in the center of an orange grove. 909-100-2 1.03 miles west along Reed Canal Rd. from U. S. My. 1, in Port Orange, 0.17 mile north of Reed Canal Rd., in the southeast section of an orange grove. 909-100-3 0.79 mile soth along Canal Id. from Reed Canal Rd. in Port Orange, 0.65 mile east along a sand road from Canal Rd.. 0.50 mile north along a trail from the sand road, 400 feet east of the trail. 909-100-4 0.56 mile west along Reed Canal Rd. from U. B. Loy. 1, in Port Orange, 230 feet southwest of Reed Canal Rd., 30 feet south of owner's house. 909-100-5 0.56 mile west along Reed Canal Rd. from U. S. Huy. 1, in Port Orange, 700 feet south along a driveway frop Reed Canal Rd., at the southwest corner of a barn. 909-100-6 0.95 mile east along Reed Canal Rd. from U. S. lay. 1, in Port Orange, 0.22 mile south along a sand road from Reed Canal Rd., 275 feet wet of the sand road in a pasture. 909-00-7 0.74 mile est along Reed Canal Rd. from U. S. By. 1, in Port Orange, 150 feet north of Reed Canal Rd. at the east wall of a house. 909-102-1 0.62 mile est along Big Tree Rd. from Canal Rd. in South Daytona, 320 feet north of Big Tree Rd. at the intersection of 2 stock fences. 909-10-2 0.79 mile meat along Blg Tree Rd. from Canal Rd. in South Daytona, 0.80 ile south alosg a sand road from Big Tree Rd., 115 feat wast of the saad road. 909-102-3 0.79 mile weat along .ig Tree Rd. from Canal Rd. in South Daytona, 0.80 Uile south along a sand road from Big Tree Rd., 0.13 mile east along a driveway, 20 feet north of the driveway. 909-102-4 0.79 mile west along Big Tree Rd. from Canal Rd. in South Daytona. 0.80 mile south along a sand road from Big Tree Rd., 0.13 mile east along a driveray, at the end of the driveway. 909-105-1 15 feet north of the right-of-ay of 0. S. Boy. 92 at the intersection of 0. S. Ry. 92 and Ol Deland Rd. and Tomk Farms Rd., mst of Daytona Beach. 90-105-2 0.54 mile west along U. S. Boy. 92 from the intersection of U. S. Boy. 92, Old Deland Rd. sad TomEa Parms Rd. eat of Daytona Beach, 130 feet south of U. S. Sly. 92, 160 feet west of a service station and 100 feet east of a house. 909-106-2 6.0 miles wst along U. S. Boy. 92 from U. S. Boy. 1, in Daytona Beach, 49 feet north of the north edge of the paveent of 0. 8. Buy. 92, 325 feet wet of a concrete bridgi aeross a drainage canal along the north edge of 0. S. Bfy. 92. 82

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TABL 1.--Continued Well No. Location 909-106-2 6.0 miles west along U. S. Hwy. 92 from U. S. Hwy. 1, in Daytona Beach, 107 feet south of the south edge of U. S. Hey. 92. 909-106-3 6.0 miles west along U. S. Hwy. 92, from U. S. Hwy. 1, in Daytona Beach, 50 feet north of the north edge of the pavement of U. S. BHy. 92. 909-106-4 6.0 miles west along U. S. Hwy. 92 from U. S. Hwy. 1, in Daytona Beach, 49 feet north of the north edge of the pavement of U. S. Huy. 92, 25 feet west of well 909-106-1. 909-106-5 6.0 miles vest along U. S. Hwy. 92 from U. S. Hwy. 1, in Daytona Beach, 50 feet north of U. S. Hwy. 92, 178.5 feet vest of well number 909-106-4. 909-106-6 6.1 miles west along U. S. Hwy. 92 from U. S. Hwy. 1, in Daytona Beach, 50 feet north of the north edge of the pavement of U. S. Hwy. 92, 450 feet west of well 909-106-4. 909-106-7 5 feet south of well 909-106-5. 909-106-8 5 feet vest of well 909-106-2. 909-107-1 7.1 miles west along U. S. Rwy. 92 from U. S. Hwy. 1, in Daytona Beach, 0.10 mile northwest along a paved road from U. S. Hwy. 92, 0.51 mile north along a sand road from the paved road, 30 feet west of a pumphouse at the end of the sand road. 909-109-1 8.94 miles west along U. S. Hwy. 92 from U. S. Hwy. 1, in Daytona Beach, 2.80 miles north along a shell road from U. S. Hwy. 92, 10 feet north of the end of the shell road. 909-117-1 6.94 miles north along State Hwy. 11 from U. S. Hwy. 17 in Deland, 140 feet west of State Hwy. 11, in a pumphouse. 909-122-1 2.86 miles south along U. S. Hwy. 17 from State Hwy. 40 in Barberville, 0.54 mile north along a driveway from U. S. Hwy. 17, 50 feet west of the driveway. 909-122-2 2.86 miles south along U. S. Hwy. 17 from State Hwy. 40 in Barberville, 0.11 mile north along a driveway from U. S. Hwy. 17, 3 feet east of the driveway in an irrigation ditch. 909-122-3 2.86 miles south along U. S. Hwy. 17 from State Hwy. 40 in Barberville, 0.89 mile east along a sand road from U. S. Hwy. 17, 75 feet south of the sand road. 909-122-4 2.86 miles south along U. S. Hwy. 17 from State Hwy. 40 in Barberville, 0.52 mile east along a sand road from U. S. Hwy. 17, 30 feet northeast of a house. 909-123-1 2.86 miles south along U. S. Hwy. 17 from State Hwy. &O in Barberville, 0.54 mile north along a driveway from U. S. Hwy. 17, 0.20 mile west along a drainage ditch, from the driveway. 909-123-2 2.86 miles south along U. S. Hwy. 17 from State Hwy. 40 in Barberville, 0.11 mile west across the A.C.L. R.R., 0.48 mile north along a paved road, 0.31 mile west along a driveway, at a barn. 909-130-1 0.48 mile east along State Hwy. 40 from a bridge crossing the St. John's River at Astor Park, 80 feet south of State Hwy. 40 on the west side of a house. 909-130-2 0.08 mile east along State Hwy. 40 from a bridge crossing the St. John's River at Astor Park, 0.09 mile south along a driveway from State Hwy. 40, at the north end of a building. 910-058-1 1.44 miles north along Atlantic Ave. from Dunlawton Ave. in Port Orange, at the northeast corner of the driveway at house number 2937 S. Atlantic Ave. 910-058-2 1.52 miles north along Atlantic Ave. from Dunlawton Ave. in Port Orange, at the southwest corner of a Motel. 910-059-1 1.91 miles north along Atlantic Ave. from Dunlawton Ave. in Port Orange, 60 feet east of Atlantic Ave., 15 feet north of the driveway at house number 2755 S. Atlantic Ave. 910-059-2 1.91 miles north along Atlantic Ave. from Dunlawton Ave. in Port Orange, 205 feet east of Atlantic Ave., 8 feet north of garage at house number 2755 S. Atlantic Ave. 910-059-3 0.57 mile north along U. S. Hwy. 1 from bridge crossing Reed Canal in Port Orange, 140 feet east of U. S. Hwy. 1, at the northwest corner of a pumphouse at a antel. 83

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TABLE l.--nnrinued Well no. Location 910-100-1 0.14 mile vest along Big Tree Rd. from U. .Hwy. 1 in South Daytona, 30 feet east of a driveway and 25 feet southeast of the corner of a house. 910-100-2 0.16 mile west along Big Tree Rd. from U. S. S wy. 1, in South Daytona, 225 feet east of the Atlantic Coast Line R.R., 120 feet south of Big Tree Rd. 910-100-3 0.52 mile vest along Big Tree Rd. from U. S. Hwy. 1 in South Daytona, 130 feet north of Big Tree Rd. 910-100-4 0.61 mile north along U. S. Hwy. 1 from a bridge crossing Reed Canal in Port Orange, 6 feet south and 3 feet west of the northwest corner of a restaurant. 910-100-5 0.09 mile east along McDonald Ave. from U. S. Hwy. 1, in South Daytona, 0.06 mile southeast along a drivevay from HcDonald Ave., 20 feet north of the driveway, 10 feet vest of a garage. 910-100-6 0.08 dile weat along Bellwood Ave. from U. S. Hwy. 1 in South Daytona, 75 feet south of Bellwood Ave., 70 feet east of owner's house. 910-10-1I 0.36 mile east along Big Tree Rd. from Canal Rd. in South Daytona, 400 feet north of Big Tree Rd. in an orange grove. 910-101-2 0.42 mile east along Big Tree Rd. from Canal Rd. in South Daytona, 130 feet south of ig Tree Rd. and 3 feet west of owner's garage. 910-101-3 0.23 mile east along Big Tree Rd. from Canal Rd. in South Daytona, 275 feet south of Big Tree Rdand I foot west of a pumphouse. 910-13I-1 1.74 miles east along the Old Deland Rd. from U. S. Hwy. 92 vest of Daytona Beach, 110 feet south of the Old Deland Rd. inside of a pumphouse. 910-103-2 1-99 miles east along the Old Deland Rd. from U. S. Hwy.. 92 west of Daytona Beach, 80 feet south of Old Deland Rd. in a cattle pasture. 910-103-3 1.69 miles east along the Old Deland Rd. from U. S. BHy. 92, west of Daytona Beach, 130 feet south of Old Deland Rd. 910-10-1 0.46 mile east along the Old Deland Rd. from U. S. Hwy. 92, west of Daytona Beach, 140 feet south of the Old Deland Rd. at a pumphouse south of owner's house. 910-104-2 4.23 mils west along U. S. Hwy. 92 from U. S. Hwy. 1 in Daytona Beach, 700 feet north of U. S. Hwy. 92, at the east edge of a golf course. 910-105-1 4.64 miles vest along U. S. Hwy. 92 from U. S. Bwy. 1, in Daytona Beach, 23 feet northwest of the edge of the pavement of U. S. Hwy. 92, 15 feet southeast of a drainage ditch. 910-109-1 8.94 miles west along U. S. Hwy. 92 from U. S. Hwy. 1, in Daytona Beach, 3.71 miles north along a shell road from U. S. Hwy. 92, at the end of the road, 15 feet vest of a hunting lodge. 910-124-1 0.16 mile west along State Hwy. 40 from U. S. Hwy. 17 in Barbervile, 0.43 mile south along a paved road from State Hwy. 40, 180 feet east of the paved road. 910-125-1 0.48 mile west along State Hwy. 40 from U. S. Hwy. 17, in Barberville, 0.04 mile east along a paved road from State Hwy. 40, 0.07 mile south along 4 driveway from the paved road, in the east end of a pumphouse. 910-131-1 0.48 mile east along State hwy. 40 from a bridge crossing the St. John's River at Astor Park. 0.44 mile north along a shell road from State Hwy. 40, 0.97 mile west along a sand road from the shell road, 120 feet south of the sand road. 910-131-2 0.48 mile east along State Hwy. 40 from a bridge crossing the St. John's River at Astor Fark, 0.44 mile north along a shell road from State Huy. 40, 0.68 mile west along a sand road from the shell road, 240 feet north of the sand road. 910-131-3 0.48 mile east along State Hwy. 40 from a bridge crossing the St. John's River at Astor Park, 0.44 mile north along a shell road from State Hy. 40, 0.79 mile west along a sand road from the shell road, 30 feet north of the sand road. 910-131-4 0.48 mile east along State Hwy. 40 from a bridge crossing the St. John's River at Astor Park, 0.44 mile north along a shell road from State Hwy. 40, 0.38 mile vest along a sand road from the shell road, 60 feet south of the sand road. 84

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TANS 1.--Contined Well No. Iocation 911-059-1 2.23 miles south along Atlantic Ave. fb Silver Beach St. in Daytona Beach, in the garage of boue mber 2707 S. Atlantic Ave. 911-059-2 1.78 iles sooth alon Atlantic Ave. fm Silver Beach St. in Dayton Beach, 2 feet wvet of the Bolcmat corner of a building at 2543 S. Atlantic Ave. 911-059-3 1.23 miles socth along Atlantic Ave. fro Silver Beach St, in Daytona Beach, well Is located in p sp bed at 2400 S. Atlantic Ave. 911-100-1 1.97 lmles soth alaog Ridgewood Ave. frm U. S. Bay. 92 In Daytona Beach, 10 feet northeast of the office of a motel at 1544 S. aIdBmood Ave. 911-100-2 1.58 miles saout along Rdgewood Ave. fr U. S-. Buy. 92 in Daytona Beach, 2 feet east of the eat end of a motel at 1361 S. Ridgeood Ave. 911-100-3 1.75 miles suth along idgewood Ae. from U. S. B-y. 92 in Daytoa Beach, 3 feet north of pumpbhose at 1515 S. Ridgewood Ave. 911-101-1 1.23 miles south alon CaOnl Rd. frm U. S. ayr. 92 in Daytona Beach, 140 feet vest of Canal d., 10 fait south of a paphoose. 911-101-2 0.64 ile west alog Old Deland Md. from U. S. y 1 in Daytona Beach, 90 feet south of Old Deland Id., halfay beteen garage and namer's houe. q11-101-3 1.10 uiles soath along tldg Dod Ave. from U. Buy. 92, in Daytona Beach, 260 feet vest of idgewood AW. on the north side of a motel. 911-102-1 1.44 alles west along l9d Daland Rd. from U. S. Buy. 1 in Dayton Beach, 260 feet southuest alms a drivenm from Old Deland id., 1 foot sooth of a pumphouse on the north side of the drivey. 911-102-2 1.56 iles wet long old Deland d. from ..BDy. 1 n Daytona Beach, 160 feet north of Old Delan M ., in the sooth side of a papbhoue. 911-102-3 0.22 mile soth along Seneca St. from U. S. Buy. 92 in Daytona Beach, 300 feet west along Australl Ame. flea Seneca St., 50 feat south of Australia Ave. in a concreteblock pmmqm.seo 911-103-1 2.31 Umles wet alog U. S. By. 92 from U S. Bry. 1, in Daytoa Beach, 140 feet north of U. S. 0B. 92, near the center of the north side of a drive-in restaurant 911-103-2 2.89 diles ast alo U. S. SBy. 92 from D. S. By. 1, in Daytona Beach, 20 feet south of the 0soth edge of the right-of-ay of U. S. Bay. 92 in a ptmphouse. 911-103-3 2.70 dmleas a along U. S. By. 92 from U. S. Iby. 1, in Daytona Beach, 20 feet south of the nth dge of the right-of-way of U .S. r92 and 60 feet west of the entrance road to BaytsaO Beach Airport, in a pumphomse. 911-103-4 2.52 mles wart aloag U. S. BUy; 92 from U. .ly. 1, in Daytona Beach 250 feet eouth of te rit-dEf-7 of U. S. Bry. 92 in a lp.pouse. 911-1l3-5 2.41 miles meat alo ..by 92 f .S. .2 y. 1, in Daytona Beach, 740 feet south of the right-of-y of U. S. By. 92, in a pnhooue. 911-104-1 3.96 eilas eat aloag U. S. Buy. 92 from U. S. Buy. 1, in Daytona leach, 450 feet northueat of .S. Bay. 92, and 28 feet esat of a pWphmooe. 911-104-2 3.77 mlues along U. S. Buy. 92 frm U. S. Ipy. 1, in Dayton leach, 480 feet southeast of U. S. Bay. 92, in a pmpbouse. 911-104-3 3.48 miles aest alg U. S. By. 92 fron U. S. HBy. 1, in Daytona Beach, 150 feet northwest of O. .By. 92, in corner of a baelding. 911-104-4 3.21 miles -et alog U. S. Bay. 92 from .S. By ., in Daytona Beach, 24 feet north of the nort edge of the payment of U. S. HBy. 92. 911-104-5 4 feet west of eil 911-104-4. 911-104-6 3.27 miles west alo I .S. Hy. 92 from .S. Bby. 1, in Daytona Beach, 20 feet sooth of the riht-of-may of U. S. lby. 92, in a puphoone. 911-104-7 .3.07 mile mest aloag .S. By. 92 frm .S. Bay. 1, in Daytona leach, 20 feet Bouth of the rlaht-of-wy of U. S. Buy. 92. in a pumphoase. 85 A -

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TABLE 1--Continued waell o. Location 911-104-8 3.15 miles weat along U. S. Buy. 92 from U. S. Hwy. 1, in Daytona Beach, 20 feet south of the right-of-way of U. S. Hwy. 92, at the end of a drainage canal. 911-114-1 7.80 miles east along U. S. Hwy. 92 from U. S. Hwy. 17 in Deland, 6.68 miles north along a sand road from U. S. Hwy. 92, 0.54 mile northeast along a trail from the sand road, in the trail. 911-123-1 1.21 miles north along U. S. Hwy. 17 from State Hwy. 40 In Barberville, 0.07 mite north along a driveway from U. 5. Hwy. 17, 30 feet north of owner's house. 911-133-1 3.70 miles north along the St. John's River from a bridge on State Hwy. 40, crossing the St. John's River at Astor Park, 70 feet east of the river bank at a fish camp. 912-100-1 1000 feet east of the west end of South Bridge in Daytona Beach, under the present bridge in the Halifax River. 912-101-1 0.64 mile south along U. S. Huy. 1 from U. S. Hwy. 92 in Daytona Beach, 120 feet wet of U. S. Hey. 1, 2 feet north of the north wall of a motel office building. 912-101-2 0.11 mile north along Segrace St. from U. S. Hwy. 92 in Daytona Beach, 40 feet east of Segrace St., 420 feet vest of house number 140 N. Ridgewood Ave. 912-101-3 0.09 mile weat along U. S. Hay. 92 from U. S. Hy. 1, in Daytona Beach, 30 feet north of U. S. Hwy. 92. 912-101-4 0.09 mile west along U. 5. Bwy. 92 from U. S. Hwy. 1, in Daytona Beach, 130 feet north of U. S. HBy. 92. 912-101-5 0.09 mile west along U. S. Hwy. 92 from U. S. lwy. 1 in Daytona Beach, 230 feet north of U. S. Rwy. 92. 912-101-6 0.09 mile west along U. S. Hwy. 92 from U. S. Buy. 1 in Daytona Beach, 330 feet north of U. S. Bwy. 92. 912-101-7 0.09 mile west along U. S. Hwy. 92 from U. S. Hwy. 1 in Daytona Beach, 430 feet north of U. S. BHy. 92. 912-101-8 0.09 mile weat along U. S. Bwy. 92 from U. S. Hwy. 1 in Daytona Beach, 530 feet north of U. S. Hwy. 92. 912-101-9 0.09 mile wet along U. S. BHy. 92 from U. S. lwy. 1 in Daytona Beach, 630 feet north of U. S. Hwy. 92. 912-101-10 0.12 mile west along U. S. Hwy. 92 from U. S. Hwy. 1 in Daytona Beach, 200 feet north of U. S. Hwy. 92. 912-101-11 0.12 mile west along U. S. Hwy. 92 from U. S. Hwy. 1 in Daytona Beach, 300 feet north of U. S BHy. 92. 912-101-12 0.12 mile west along U. S. Hwy. 92 from U. S. Hwy. 1 in Daytona Beach, 350 feet north of U. 5. Hwy. 92. 912-101-3 0.12 mile west along U. S. Hwy. 92 from U. S. Bwy. 1 in Daytona Beach, 500 feet north of U. S. Wy. 92. 912-101-14 0.12 mile west along U. S. Hwy. 92 from U. S. Hwy. 1 in Daytona Beach, 50 feet north of U. S. Hwy. 92. 912-101-15 0.64 mile south along School St. from U. S. Hwy. 92 in Daytona Beach, 90 feet east of School St. and 3 feet north of owner's pumphouse at 411 School St. 912-101-16 0.79 mile south along U. S. HBy. 1 from U. S. Hwy. 92 in Daytona Beach, 3 feet west of the est wall of a mttel at 640 S. Ridgawood Ave. 912-101-17 3 feet east of the east edge of Beach St. along the extension of the south edge of Live Oak Ave. in Daytona Beach, 1 foot west of the sea wall at the City yacht Basin. 91-I01-18I 100 feet east of the east edge of Beach St. along the extension of the center line of Bay St. in Daytona Beach, 10 feet east of a City hus Station. 912-102-1 200 feet wast along Orange Ave. from Adam St. in Daytona Beach, under center of Orange Ave. 86

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TABLE l.--Continued Well No. Location 912-102-2 2200 feet south along Adams St. from U. 8. ISy. 92 in Daytona Beach, n east aide of Adams St. extension. 912-102-3 1900 feet south along Adamn St. from U. S. Hmy. 92 in Dayton Beach, on east side of Adams St. extension. 912-102-4 1600 feet south along Adams St. from U. S. >By. 92 in Daytona Beach, oa east side of Adams St. extension. 912-102-5 1300 feet south along Adams St. from U. S Ib7.92 n Daytona Beach, on east side of Adams St. extension. 912-102-6 1100 feet south along Adams St. from U. S. hwy. 92 in Daytona Beach, on east edge of Adams St. 912-102-7 800 feet south along Adams St. from U. S fHy. 92 in Daytona Beach, on east edge of Adams St. 912-102-8 500 feet south along Adam St. from U. S. loy. 92 in Daytona Beach, on east edge of Adams St. 912-102-9 200 feet south along Adams St. from U. S. Bly. 92 in Daytona Beach, on east edge of Adams St. 912-102-10 0.11 mile west along Orange Ave. from Adams St. in Daytona Beach, 6 feet south of the south edge of Orange Ave. 912-102-11 400 feet south along Keech St. from Magnolia St. in Daytoa Beach, on the east edge of Keech St. 912-102-12 110 feet south along Keech St. from Magnolia Ae. in Daytona Beach, at the east edge of Keech St. 912-102-13 200 feet north along Keech St. fro Magnolia Ae. In Daytona Beach, at the east edge of Keech St. 912-102-14 60 feet north along Caroline St. from Magnolia Ave. in Daytona Beach, at the east edge of Caroline St. 912-102-15 260 feet south along Caroline St. from Magnolia Ave. In Daytona Beach, at the east edge of Caroline St. 912-102-16 406 feet south along Caroline St. from Orange Ae. in Daytona Beach, at the east edge of Carolina St. 912-102-17 160 feet south along Caroline St. from Maley St. in Daytona Beach, at the east edge of Caroline St. 912-102-18 200 feet south along Keach St. from Maley St. in Daytona Beach, along the extension of the east edge of Keech St. 912-102-19 At the northeast corner of the intersections of Keech St. and Maley St. in Daytona Beach. 912-102-20 250 feat south along Keech St. from Orange Ave. in Daytona Beach, at the east edge of Keech St. 912-102-21 500 feet south along Jean St. from Voluaia Ave. in Daytona Bach, 10 feet east of the Hain Canal. 912-102-22 SO feet south along Jean St. from Volusia Ave. in Daytona Beach, 10 feet eat of the Main Canal. 912-102-23 400 feet north along Main Canal from Volusia Av. in Daytona Beach. 10 feet eaat of the Main Canal. 912-102-24 900 feet north along Main Canal from Volusal Ave. in Daytona Beach 10 feet east of the Main Canal. S912-102-25 1400 feet north along Main Canal from Volusia Ave. in Daytona leach, 10 feet east of the Main Canal. 912-102-26 1900 feet north along Main Canal fron Volusia Ave. in Daytona Beach 10 feet east of the Main Canal. 87 A-

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TABl 1.--Continued Well fo. Location 912-102-27 2400 feet north along ain anal from Volosi Ave. in Daytona Beach, 10 feat east of the ain canal. 912-102-2i 2900 fat north along ain Canal from Volusia Ave. in Daytona each, 10 feet east of the Rin Canal. 912-101-29 3400 fet north aloon Man Canal frm Volusia Ave. In Daytona Beach, 10 feet east of the Main Canal. 912-102-30 10 feet mortheent of the northwest corner of the garage at house number 1025 Voluaia Aha. In Daytona Beach. 912-102-31 160 feet north along rIech St. fro Volusia Ave. In Daytona Beach, 2 feet northeast of the northeast corner of the ower'a house. 91Z-102-32 0.62 mile north along Main Canal from Volusia Ave. in Daytona Beach, 275 feet east of the cml In a pasutre. 912-102-33 0.82 mile north aloen Main Canal from Volusi Ave. in Daytona Beach, 105 feet east of the eaal. 912-102-34 i0 fet sontheast of the garge at house nPber 1135 Volusia Ave. in Daytona Beach. 912-102-35 600 feat soath alog Canal Rd. from Volui Ave. In Daytona Beach, 500 feet southwst ala&n a trail from Canal ad., 10 feet southmest of the edge of the trail. 912-102-36 600 feet month alo Can a d. from Volusi Ave. in Daytona Beach, 1000 feet southst alon a trail from Caal Id., 10 feet south of the trail. 911-102-37 600 feet onth along Canal ad. from Volusi Ave. in Daytons Beach, 1500 feet southmst alon a trail from Canal Rd.. 10 feet sonth of the trail. 912-103-1 a feet mortiest of the northeast cormnr of omuer' house at 1276 Volusil Ave. In teytom Beach. 912-103-2 10 feet wet of the asthwest corner of the garage in the rear of owner'shboue at 1235 volmtia Ave. in atoa Baach. 912-126-1 1.82 miles morth alonS .S. boy. 17 from State By. 40 in Barberville, at the southeac coraer of a fruit packing house. 912-126-2 2.33 miles north along V. S. BDy. 17 from State Bay. 40 in Barberville, 15 feet northea of amer' se onaa the east aide of U. S. By. -17. 912-126-3 2 lls sonth of Flerson on U. S. B~y. 17. 912-127-1 2.10 ules north along U. S. HSy. 17 from State bwy. 40 in Barberville, 0.06 mile mest along a sand road from .S. DHy. 17, 1.06 miles north along a paved road from the sed rod. 0.58 mile mt along a shell road fro the paved road. 550 feet north thr gh a eitrs Xrove from the shell road, at the edge of a lake. 912-127-2 2.10 miles north along U. S. Bvy. 17 fro State Bay. 40 in Barberville, 0.06 mile east ln a sand road from 0S. lay. 17, 0.91 mile north along a paved road from the sand road, 100 feet ast of c e road at the northeast corner of owner's house. 912-127-3 2.10 miles north along U. S. Buy. 17 from State R. 40 in Barberville, 0.06 mile wet alog a sad road from U. S. Iby. 17, 1.36 miles north along a paved road from the sed road. 190 feet west of the paved road at an abhadoned sawll. 912-131-1 2.10 ml north along U. S. SBy. 17 from State Bay. 40 In Barbervlle, 0.06 mile vest alon a sand road frm U. S. Bey. 17, 1.91 miles north along a paved road fro the sad road. 4.61 miles wat along a ahell road from the paved road, 100 feet north of the shell road. SI2-131-2 2.10 miles north along U. S. Hoy. 17 freo State BDy. 40 in Barberville, 0.06 mile wet along a sand road fro. U. S. Buy. 17, 1.91 miles north along a paved road from the and road, 3.35 Lles wet along a shell road from the paved road, 30 feet west of the shell roJ 912-132-1 0.49 mile east along State BRy. 40 from a bridge crossing the St. John's River at Astor Park. 2.49 mile north along a shell road from State Hwy. 40, 2.72 miles west along a @sd road from the shell road, 20 feet south of the sand road. 88-

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TABLE 1.--Continued Well No. Location 913-100-1 3 feet south of the center of the north edge of the owner's property at 101 S. Ocean Ave. in Daytona Beach. 913-100-2 10 feet south and 30 feet east of the southwest corner of a hotel at 101 S. Ocean Ave. In Daytona Beach. 913-100-3 25 feet south and 70 feet east of the southwest corner of a hotel at 101 5. Ocean Ave. in Daytona Beach. 913-100-4 40 feet west of a house and 30 feet southeast of a garage at 225 N. Oleander Ave. in Daytona Beach. 913-100-5 180 feet east along Harvey St. from Ocean Ave. in Daytona Beach, 25 feet northeast of Harvey St. 913-101-1 12 feet north of the northwest corner of building number 518 Bellough Rd. in Daytona Beach. 913-101-2 70 feet west of the house and 20 feet south of the garage at 586 Ballough Rd. in Daytona Beach. 913-101-3 2 feet west of the center of the vest end of a church at 360 H. Ridgewood Ave. in Daytona Beach, in a cament pump sump. 913-101-4 900 feet east along Seabreeze Bridge from Ballough Rd. in Daytona Beach, under the center span of the bridge. 913-101-5 320 feet west along Fairview Ave. from the est end of Main St. Bridge in Daytona Beach. 913-102-1 1.39 miles north along Canal Rd. from Volusin Ave. in Daytona Beach, 0.06 mile east along a sand road from Canal Rd., 60 feet north of the sand road. 913-102-2 1.39 miles north along Canal Rd. from Volusian Ave. in Daytona Beach, 0.06 .ile east along a sand road from Canal Rd., 450 feet north across a truck farm fro the sand road. 313-102-3 1.28 miles north along Canal Rd. from Volusia Ave. in Daytona Beach, 300 feet west of I Canal Rd. along the vest edge. of an experimental farm. 913-103-1 2.06 miles north along Canal Rd. from Voluaia Ave. in Daytona Beach, 130 feet west of Canal Rd. and 6 feet west of a pumphouse. 913-103-1 1.38 miles north along Canal Rd. from Volusia Ave. in Daytona Beach, 0.13 mile west along Mason Ave. from Canal Rd., 0.11 mile south along a driveway from Mason Ave., at west edge of driveway. 913-103-3 1.38 miles north along Canal Rd. from Volusia Ave. in Daytona Beach, 0.13 mile west along Mason Ave. from Canal Rd., 0.09 mile south along a driveway from Mason Ave., 40 feet west of driveway. 913-115-1 3.20 miles east along the Ormbnd -Barberville Rd. from its intersection with State Hwy. 11, 0.21 mile south along a trail from the Oraond -Barbervrlle Rd. at aoutheast end of the trail. 913-118-1 250 feet east along the Or4nd -Barberville Rd. from State Buy. 11, 40 feet north of the road at the southeast corner of a slaughter house. 913-119-1 0.54 mile north along State BHy. 11 from the Ormpnd -Barberville Rd., 220 feet west of State Buy. 11, at the south wall of a pumphouse. 913-127-1 1 mile east of Pierson in a fernery. 914-101-1 250 feet west along University Blvd. from Halifax St. In Daytona Beach, 20 feet south of University Blvd. 914-101-2 350 feet vest along University Blvd. from Halifax St. in Daytona Beach. 20 feet south of University Blvd. 914-101-3 450 feet vest along University Blvd. from Halifax St. in Daytona Beach, 60 feet south of University Blvd. 914-101-4 450 feet vest along University Blvd. from Halifax St. in Daytona Beach, 40 feet north of University B'vd. 89 A-

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TALE .--Continued Ballt o. Location 914-101-5 550 feet west along University Blvd. from Halifax St. in Daytona Beach, 30 feet southwest of University Blvd. 914-101-6 230 feet southwest of the west end of University Blvd. in Daytona Beach. 914-101-7 270 feet southwest of the west end of University Blvd. in Daytona Beach. 914-101-8 12 feet east of NAtlantic Ave. at house number 1276 H. Atlantic Ave. in Daytona Beach, at the south end of a stone wall. 914-101-9 0.74 mile north along N. Atlantic Ave. from Seabreeze Ave. in Daytona Beach, 70 feet west of N. Atlantic Ave. 914-102-1 10 feet north of the northwest corner of the treatment plant at the city water works in Bolly Bill. 914-102-2 110 feet southeast of the soutbeast corner of the treatment plant at the city water works in Holly Bill. 914-102-3 40 feet southwest of the southwest corner of the City Hall in Holly Hill. 914-102-4 60 feet west of the southwest corner of the central building of a motel at 1212 H. Ridgewood Ave. in Holly Hill. 914-102-5 10 feet north of a driveway and 70 feet east of Ridgewood Ave. at a motel at 403 N. Ridgewood Ave. in Holly Bill. 914-102-6 70 feet northeast of the northeast corner of the City Hall in Holly Hill. 914-102-7 12 feet north and 1B feet west of the northwest corer of a house at 558 Riverside Dr. in Holly Hill. 914-102-8 48 feet south of the garage at house number 600 Riverside Dr. in Holly Hill. 914-102-9 70 feet east of owner'a house and 27 feet south of the driveway at 614 Riverside Dr. in Holly Bill. 914-103-1 0.11 mile east along 1lth St. from Canal Rd. in Holly Hill, 0.17 mile south along a drieway from llth St., 4 feet east of the driveway near the center of a citrus grove. 914-103-2 0.14 mile west along llth St. from Canal Rd. in Holly Hill, 300 feet northwest of llth St. in the west end of a pumphouse. 914-103-3 0.31 mile east along llth St. from Canal Rd. in Holly Hill, 90 feet north of 11th St. in a truck farm. 914-103-4 0.09 wile east along llth St. from Canal Rd. in Holly Hill, 110 feet north of 1lth St. at the northwest end of a house. 914-104-1 O.81 mile west along llth St. from Canal Rd. in Holly Hill, 230 feet north of llth. St. at the north end of a small building. 914-104-2 0.30 mile west along llth St. from Canal Rd. in Holly aill, 0.73 mile north along a shell road from 11th St., 0.26 mile west along a sand road from the shell road, 120 feet south of the sand road. 914-107-1 0.20 mile west along Orand -Barberville Rd. from a bridge crossing Tomoka River, 1.18 miles southeast along a trail from the Ormond -Barberville Rd., 90 feet west of the trail. 914-126-1 1 mile southwest of Pierson. 914-127-1 0.12 mile north along U. S. Hwy. 17, from Pierson Public School, in Pierson, 0.12 mile west along a paved road from U. S. Hwy. 17, 0.03 mile south along a driveway from the paved road, 140 feet east of the drivevay at the north end of a carport. 915-101-1 40 feet west of the northwest corner of house number 188B N. Atlantic Ave. in Daytona Beach, 20 feet south of the south edge of Hartford Ave. 915-101-2 130 feet east of the northeast corner of house number 1819 N. Halifax Ave. in Daytona Beach, 30 feet south of the extension of the south edge of Hartford Ave. 915-103-1 1.62 miles south along U. S. Hwy. 1 from Granoda Ave. in Ormond Beach, 0.13 mile west along a paved road from U. S. Bwy. 1, 0.12 mile north along a sand road from the paved road. 40 feet west of the sand road, 90

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TABLE 1.--Continued Well No. Location 915-106-1 3.16 miles vest along Tomoka Ave. from U. S. Hwy. 1 in Ormond Beach, 425 feet north ofTomoka Ave. in a pumphouse. 915-106-2 3.34 miles west along Tomoka Ave. from U. S. Hwy. I in Ormond Beach, 130 feet north of Tomoka Ave. in a pumphouse. 915-106-3 2.86 miles west along Tomoka Ave. from U. S. Hwy. 1 in Ormond Beach, 30 feet south of a barn, south of Tomoka Ave. 915-107-1 4.63 miles west along Tomoka Ave. from U. S. Hwy. 1, in Ormond Beach, 0.34 mile north along a driveway from Tomoka Ave., 230 feet east of a house at the end of the driveway. 915-107-2 4.63 miles west along Tomoka Ave. from U. S. Hwy. 1 in Ormond Beach, 0.44 mile north along a driveway from Tomoka Ave., 30 feet south of the end of the driveway. 915-107-3 4.16 miles west along Tomoka Ave. from U. S. Hwy. 1 in Ormond Beach, 0.19 mile northwest along a driveway from Tomoka Ave., 300 feet west of the end of the driveway. 915-107-4 4.63 miles west along Tomoka Ave. from U. S. Hwy. 1 in Ormond Beach, 8.9 miles north along a driveway from Tomoka Ave., 180 feet south of owner's house. 915-109-1 6.31 miles west along Tomoka Ave. from U. S. Hwy. 1 in Ormond Beach, 0.18 mile north along a driveway from Tomoka Ave., 16 feet north of owner's house. 915-111-1 9.21 miles west along Tomoka Ave. from U. S. Hwy. 1 in Ormond Beach, 0.49 mile north along a sand road from Tomoka Ave., 600 feet east along a driveway from the sand road, at end of driveway. 915-132-1 2.24 miles west along 9 Mile Point Rd. from U. S. Hwy. 17, north of Pierson, 1.46 miles southwest along a sand road from 9 Mile Point Rd., at the southwest corner of a building. 915-132-2 2.24 miles west along 9 Mile Point Rd. from U. S. Hwy. 17 north of Pierson, 1.46 miles southwest along a sand road from 9 Mile Point Rd., at the north edge of the end of the sand road. 915-132-3 30 feet north of well 915-132-2. 916-102-1 2 feet from the north edge of the garage at house number 400 Riverside Dr. in Ormond Beach. 916-103-1 250 feet northwest of the northwest corner of the treatment plant at the city water works in Ormond Beach. 916-103-2 30 feet north of the lime building at the city water works in Ormond Beach. 916-103-3 300 feet south of the north end uf the lime building at the city water works in Ormond Beach. 916-103-4 300 feet southeast of the clarifiers at the city water works in Ormond Beach. 916-103-5 2 feet east of the garage at house number 434 S. Beach St. in Holly Hill. 916-104-1 140 feet north of owner's house at 59 N. Orchard St. in Ormond Beach, at the edge of a fish pond. 916-104-2 0.31 mile west along Division St. from S. Orchard St. in Ormond Beach, 18 feet south of Division St. in a marl pit. 916-105-1 2.01 milds west along Tomoka Rd. from U. S. Hwy. 1 in Ormond Beach, 135 feet south of Tomoka Rd., 40 feet southeast nf owner's house. 916-105-2 1.58 miles west along Tomoka Rd. from U. S. Hwy. 1 in Ormond Beach, D.21 mile south along a sand road from Tomoka Rd., 140 feet west of the sand road at the corner of a stock lot. 916-106-1 2.01 miles west along Tomoka Rd. from U. S. Hwy. 1 in Ormond Beach, 0.66 mile north along a sand road from Tomoka Rd., 2 feet north of the north corner of owner's homue. 916-106-2 1.58 miles west along Tomoka Rd. from U. S. Hwy. 1 in Ormond Beach, 0.90 mile north along a trail from Tomoka Rd., 12 feet south of Tomoka.River. 91 !.

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TABLE I.-Continued Rall ae. Location 916-112-I 9.21 miles west along Toamks Rd. from U. S. HTy. I in Ormond Beach, 1,64 miles north aloeg a sand road from Towera ad., at the northUest corner of ovner's house. 916-128-1 3.02 miles south along U. 8. By. 17 from State By. 305 in Seville, 0.04 mile west lonai a pavd road froe U. S. Rwy. 17, 20 feet north of the paved road. 916-130-I 3.24 miles est along 9 Mile Point Rd. from U. 8. hry. 17, 3 miles south of Seville, 33 feet north of 9 Mile Point Rd. at an old satilll Stte. 916-132-1 4.03 miles mat along 9 Mile Point Rd. from U. S. Hwy. 17, 3 miles south of Seville, 400 feet south of 9 Mile Point Rd. and 250 feet east of Lake George. 917-102-1 0.10 mile south along Riveraide Dr. frem Granoda Ave. in Ormond Beach, 140 feet east of the sea vall of the Halifax River and 50 feet west of Riverside Dr. 917-102-2 0.54 mile south along Atlantic Ave. from Granoda Ave. in Ormond Beach, well at house maber 325 S. Atlantic Ave. 917-103-1 0.07 mile north along R. beach St. from Granoda Ave. in Ornond Beach, 20 feet east of I. Beach St. in a park area. 917-10-2 0.69 mile oorth along John Anderson By. fram ranoda Ave. in Ormond Beach, 15 feet east of the biy. at houae nmher 359 John Anderson Ry. 917-103-3 0.08 mile south along each St. frme Granoda Ave. in Ormond Beach, 20 feet east of Baach St. at bha nmb er 56 S. Beach St. 97-103-4 66 feet north of owner's houe at 137 Rosewood Ave. in Oraond Beach. 917-103-5 1100 ftt east of Beach St. under the Ormond Bridge croasing the Halifax River at Ormond each. 917-O1-1 0.62 mile north along Orchard St. from Tomoka Rd. in Orond Beach, 40 fete northwst of omr'a bunse. 917-104-2 400 feat ast of well 917-104-1. 917-106-1 0.73 mile asoth alog a trail from the south end of the north-south runway at Taoke Baarency Airport, 0.06 aile east from the trail and 21 feet west of Tomoka River. 917-128-1 1.69 miles sauth alone U. S. By. 17 from State Iy. 305 in Seville, 240 feet wet of U. S. by. 17 sad 130 feet west of the Atlantic Coast Line R.R. 917-12s-2 t.42 iles asouth alowa U. S. by. 17 from Sate aty. 305 in Seville, 190 feet eaat of by. 17. in a pmphouse. 918-102-1 1.19 miles north along Atlantic Ave. from Granoda Ave. in Ormond Beach, at the south side of ouse nubar 605 Ocan Shore Dr. 918-102-2 0.68 aile north along Atlantic Ave. from Granoda Ave. in Ormond Beach, 0.08 mile west alog a sand road fzro Atlantic Ave., 50 feeat north of the sand road in a puaphouae. 918-103-1 1.66 siles north along Joon Anderason ry. from Granod Ave. in Ormond Beach, 15 feet north of house mbher 890 John Anderson Bay. 918-103-2 1.02 miles north aloa John Anderson by. from Cranoda Ave. in Omond Beach, 20 feet south of hose mnmber 565 John Anderson Hy. 918-103-3 2 feet northwast of ouner's hous at umabar 483 9. Beach St. in Ormond Beach. 918-103-4 1.44 milsa eorta alaon Beach St. from Granoda Ave. in Orond Beach, at north wall of oaer's houea at 767 1. Beach St. 918-103-3 1.52 ales north aloo beach St. from Granoda Ave. in Ormond Beach, 40 feet west of house mber 825 .1 Beach St. 918-103-6 1.26 *miles orth along Bach St. IEr Granada Ave. in Ormond Beach. 30 feet weat of homu and 80 fet east of Beach St. 918-103-7 1.14 milse north along Beach St. from Granoda Ave. in Ormond Beach, in the northueat corner of the carport on owaer'a house. 92

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TABLE .I Continued Vail o., Location 918-105-1 0.14 mile north along U. S. Hwy. 1 from a bridge crossing Tomoka River, 90 feet east of the east edge 6f U, S. H"y. 1. 918-105-2 0,06 mile south along U. S. Hwy. I from a bridge crossing Tomoka River, 160 feet west of U. 6, liwy. 1, at the west end of a pumphouse. 918-0l5-3 40 teet south of Tomoka River and 70 feet west of a bridge on U. S. iey. 1, in the center of a pumphouse. 918-105-4 0.14 mile north along U. S. Hwy. 1 from a bridge crossing Tonka River, 380 feet east of U. 8. Mwy. 1. 918-10-50.17 mile north along U. S. Hwy. 1 from a bridge crossing Tomoka River, 460 fest east of U. 8. *Hy. 1, 10 feet south of a pumphousa. 918-105-6 0.21 ailt north along U. S. Hwy. I from a bridge crossing Tomoka iver, 270 feet east along a driveway from U. S. Hy. 1, 15 feet south of the driveway. 918-106-1 0.94 mile north along U. S. Hwy. 1 from a bridge crossing Toaok River, 70 feet asothweat of owner's house on the west side of U. S. Hwy. 1. 918-106-2 30 feet north of well 918-106-1. 918-106-3 0.48 mile north along U. 8. Hwy. 1 from a bridge crossing Tolak River. 70 feet eaut of U. S. Hwy. 1, and 15 faet east of a asrvice station. 9188127-1 1.42 miles east along State Hwy. 305 from U. 8. Hy. 17 in Seville, 90 fst north of State tHy. 305, in an open field. 918-128-1 1.22 miles east along State Hy. 305 from U. S. Hwy. 17 in Seville, 80 ftet north of State Hwy. 305, in a pumphous. 918-129-1 0.41 mile south along U. S. Hwy. 17 from State Hwy. 305 in Seville, 500 feat mat of U. 8. Hwy. 17, in an ope field. 918-132-1 3.71 miles "est along a sand road from the intersection of U. S. BIy. 17 and State Hwy. 305 in Seville, 240 feat south of the sand road and 2 feet wet. 919-103-1 15 aseet north of house uaber 1 Hibiscus Dr. in Ormond-by-the-ge, 10 efut weat of the east corner of the house. 919-103-2 40 feet northeast of a laboratory at the intersection of River Dr. and Johm Anderson Hwy. in Oraond-by-the-Sea, at the northwest corner of a pumphoue. 919-103-3 1.80 miles north along Atlantic Ave. from Granoda Ave. in Ormond Beach, 35 fet east of Atlantic Ave. at a motor court. 919-103-4 2.18 miles north along Atlantic Ave. from Granoda Ave, in Ornd Beach, 40 feet eat of Atlantic Ave. in a utility room of a motor court, 919-103-5 2 feet vest of the northwest corner of a house at the northwest corer of the intersection of Palm Dr. and John Anderson Hwy. in Ormond-by-the-Sea. 919-103-6 10 feet south of house number 62 Alamanda Dr. in Ornond-by-the-Sea, 2 feet west of a pump shelter. 919-103-7 20 feet southwest of garage at house number 40 Brooks Dr. in Ormdd-by-the-Sea. 919-103-8 In the corer of the garage at house number 22 River Dr. in Ormaod-by-che-Sa. 919-103-9 2 feet north of the northeast corer of garage at house number 64 giver Dr. in Oraond-by-the-Sea. 919-103-10 1 foot east of the southeast corner of house number 47 Brooks Dr. in Omond-by-theSea,. 919-103-11 2 feet south of the southwest corner of house number 56 Palm Dr., in a camnt pmp shalter, in Ormond-by-the-Sea. 919-103-12 300 feat west along Palm Dr. from Atlantic Ave. in Ormond-by-thb-Sea, 35 feet north of palm Dr. 93 ;.1

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TABLE 1.--Continued Woe o. Location l99-l03-13 4 feet east of -ell 919-103-12. 919-103-14 1 foot south of the soutlhest corner of the garage at house number 60 River Dr. in Onrnd-by-the-Sea. 919-103-15 2 feet north of the uortreast corner of house nmber 13 River Dr. In Ormond-by-the-Sea. 919-10I-I 2.79 miles north along Dixie auy. from Granoda Ave. in Ornond Beach, 0.09 mile east along a driveway from Dixie RBy., 90 feet north of the driveway. 919-104-2 2.3 miles north along John Anderson Hwy. from Granoda Ave. in Ormond Beach, 25 feet weat of John Anderson MBy. and 3 feet east of a pumphouse. 919-104-3 3.14 llesa north along Dixie Bry. from Granoda Ave. in Ormond Beach, 0.09 mile east laog a trail from Dixi ca y., 3 feet eat of the Halifax River. 919-105-1 1.25 miles south along Tomok River from the Dixie By. bridge at Toooka State Park, 12 feet north of the north edge of Tomoka River. 919-105-2 2100 feet mnrthest of well 919-105-1, in a swap. 919-105-3 160 feet east of well 919-105-2, in a evamp. 919-lO-1 1.43 ailea south along U. S. Hry. 1 from the Post Office at National Gardens, 0.19 mite w1t alon a sand road from U. 5. Hwy. 1, 300 feet east of the sand road at a factory. 919-106-2 0.16 mile south along U. S. Buy. I from the Foat Office at National Gardens, 1.09 miles east along a secondry road from U. S. Boy. 1, 0.30 mile south along a trail from the secodary road, 220 feet west of the trail at a Coquina pit. 919-106-3 1.16 miles soth along U. S. rwy. 1 from the Post Office at National Gardens, 180 feet east of ...By. 1. 919-17-1 0-.1 mile south along U. S. BHy. 1 from the Post Office in National Gardans, 0.15 mile eat along a sad road from U. S. Hwy. 1, 1400 feet north of the end of the sand road in a pastre. 919-107-2 0.10 lle sooth alo U. S. ery. 1 from the Post Office in National Gardens, 0.15 mile west loan a sand road from U. S. BHy. 1, 350 feet south of the end of the sandroad. 919-125-1 4.41 iles east along State Hwy. 305 from U. S. Hay. 17 in Seville, 25 feet south of State IBy. 305 and 100 feet west of the Flagler-Volusa County Line. 920-104-1 4.15 males north along John Anderson euy. from Granoda Ave. in Ormond Beach, 90 feet east of Jobn Anderson lay. and 30 feet southeast of owner's house. 920-104-2 0.5 mile south along a fire break fro the Ranger's Station at Tomoka State Park, in ti center of the fire break. 920-105-1 300 fee north of the southeast end of a bridge crossing Tomoka Kiver in Tomoka State PrKk, 4 feet east of psbphoue. 920-105-2 40 feet northeast of the Park Ranger's house at Tooka State Park, in the west end of a puBphouse. 920-105-3 420 fee sooth of a bridge crossing Tomoka River at Tomoka State Park, 40 feet east of Tom*k· liver, 20 feet west of a pumphouse. 920-105-4 200 fet south along a fire break from the Ranger's Station at Tomnks State Park, in the center of the fire break. 920-105-5 300 feet sooth along a fire break from the langer's Station at Toeoka State Park, in the ceter of the fire break. 920-105-ý 4 feet east of the center of the east side of the parking lot at the acbt Basin in Toaka State Park. 920-105-7 0.25 mile south along a fire break from the Ranger's Station at Tb~okt Qtata Park, in the center of the fire break. 94

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TABL 1.--Continued well No. Location 920-105-8 0.12 mile south along a fire break from the Ranger's Station at Tomok State Park, inthe center of the fire break. 920-105-9 500 feet north along a fire break from the anger's Station at Tooa State Park, in the center of the fire break. 920-105-10 400 feet north along a fire break fro the Ranger's Station at Toa State Park, in the east edge of the fire break. 920-105-11 150 feet north along a fire break from the Ranger's Station at Tamok State Park, in the center of the fire break. 920-105-12 800 feet north along a fire break from the Ranger's Station at Tz State park, at the east edge of the fire break. 920-105-13 170 feet south of a bridge crossing Tomola River in Tomoka State Park. 6 feet east of Tomok River. 920-105-1 0.16 mile south along U. S. Hwy. 1 from the Post Office at ational Cardens, 1.24 wiles east along a secondary road from U. S. Bay. 1. 40 feet north of the secondary road, and 35 feet vest of a house. 920-106-2 0.16 mile south along U. S. Hey. 1 from the Post Office at Mational Garden, 1.24 miles east along a secondary road from U. S. Hwy. 1, 120 feet north of the secodary road, in a Coquina pit. 920-106-3 600 feet north of vell 920-106-2, at a stock pen. 920-106-4 250 feet north of well 920-106-3, in an open field. 920-107-1 60 feet northwest of the Post Office at National Gardens. 110 feet wat of U. S. ary. 1. 920-108-1 1.34 miles north along U. S. Bwy. 1 from the Post Office at ational Gardeas, 140 feet west of U. S. Hwy. 1 and 20 feet northwest of owner's bouse. 920-108-2 0.49 mile north along U. S. RBy. 1 from the Post Office at National cardens, 150 feet vest of U. S. Iuy. 1 and 15 feet east of a shop. 920-132-1 2.41 miles west along a paved road from the intersection of U. S. Day. 17 and State Bay. 305 in Seville, 1.72 miles north along a sand road from the paved road, 30 feet east of the sand road at a sawmill site. 921-104-1 5.38 miles north along John Anderson Hvy. from Cranoda Ave. In Omad esach, 230 feet east of John Anderson Hwy. at the south end of a pophouse. 921-104-2 165 feet south of well 921-104-1, in the floor of a work shop. 921-104-3 4.62 miles north along State Hwy. A1A from Granada Ave. in Omnod Beach, 130 feet west of State Hwy. A1A at the southwest corner of a motel. 921-105-1 0.81 mile north along a sand road from the Banger's Station at Tomn State park, 40 feet north of the end of the sand road at the south edge of a reflecting pool. 921-105-2 0.75 mile north along a sand road from the Ranger's Station at Taok State Park, 70 feet northwest of a parking area at the end of the sand road. 921-108-1 1.69 miles north along U. S. vBy. 1 from the Post Office at ational Garden, 25 feet southwest of the edge of the concrete pavement of .S. 8ry. 1. 921-129-1 2.57 miles north along U. S. HBy. 17 from State Hwy. 305 in Seville, 300 feet east of U. S. Bwy. 17, in a pumphouse. 922-104-1 5.20 miles north along John Anderson Hwy. from Granoda Ave. in Ormod Beach, 20 feet west of John Anderson HBy., 30 feet east of oner's house. 923-107-1 0.88 mile south along Dixie Bwy. from High Bridge Id. north of Ormond Beach, 150 feet east of Dixie Bwy. 973-107-2 U.30 mile south along Dixie Hwy. from High Bridge Rd. morth of Ormnd Beach, 0.70 mile east along a trail from Dixie Hwy., 40 feet sooth of the trail n a stock enclosure. 923-108-1 0.30 mile south along Dixie BHy. from High Bridge Rd. north of rmd Beach, 130 feet meat of Dixie Hwy., 2 feet north of a pumphouse. 95 2.

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TABLE 1.-Continued Well So. Location 924-106-1 0.29 mile vest along High Bridge Rd. from State Hwy. AlA, 8.6 miles north of Ormond Beach, 30 feet north of High Bridge Rd. and 20 feet south of a house. 924-106-2 0.51 mile west along High Bridge Rd. from State Hwy. A1A, 8.6 miles north of Ormond Beach, 8 feet south of High Bridge Rd. 924-106-3 1.24 miles west along High Bridge Rd. from State Hwy. AlA, 8.6 miles north of Ormond Beach. 18 feet north of High Bridge Rd. 924-108-1 0.18 mile east along High Bridge Rd. from Dixie Hwy., 9.6 miles north of Ormond Beach, 135 feet north of High Bridge Rd. 96

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