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

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

-26 Z 9

AGRI-
CULTLU4L
MBRA4y

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

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 pub-
lished 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, ac-
cording 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 de-
rived from latitude and longitude coordinates and is based
on a statewide grid of 1-minute parallels of latitude and

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 de-
fine 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).

Figure 1. Location of Volusia County.

3

un MI-b 827-

WV 827-131-3 tle thord .bl1

8 1-31- d iw of wwu

Figure 2. Well-numbering system.

s a 'rp = B
SI EXPLANATION
"I -i Welnum i ni Mit)

--2 0 o 2 T Y7
- F -

rt "^'i"^-:^ ::-;"

I

rATi4ni-1

SI i
HL LLLIALhJALLWL

I *

I)'*

.1// ,jo

i I 1)1

h
COu."" I W
28'45o

S I I

444 '

r8

Plate onLo oration of wel
i Plate 1. Location of wells.

Z- z

SBREvAR COUNTY
a^it
:------^

^-^^^^

S~izL^^-^
1 B '5' O'0 0
~ ~ ~ ~ "1 --- 1-2*5 e<

._LL

nr ; I I I III I I~~I I i I

//" A (L l I| I | I
ONR

4"
ZkIL

P.. __)`

Y
ii I
12B.o

iD1 II MLI
Pa~l) I*iTi
I
a;pjl

Tabie I.--re COi Of WILLS IN YOLUIA COU fY. PLA.
UIII A, alr condiiLonlng; D, domestic; In, IndulErtaLl Ir, LrrSIacLon; N, nons; 0, ob0ervcstunI
?, public supply; 8, socak; T, Cst uwll.

in urin ine

I fin1 Il _i _,

43-101-1 arhal Ar 1946 360 --- 4 Top of elbo n .3 13.14 5. 9-29-47 5,620 --47 N
di charge ide .6 5-23-56

of prop
844-101-1 ---- do ----------- Morgan A~dman ---- 30 so 1 ...............-- -- ..... .--.. ....... 0,380 8-29-47 N o
844-101-2 Nrr C. tc o LZayn-Alr l tll Co. 1945 330 275 4 Top, 3-inch 0ai.s .0 .... 8.23- 14 *-- 5,600 8-14- 5 IrTy
enuplin8 Ussc.

846-101-12 H. o-. Whlc So wad ong ... 87 --- 2 Top. 2-inch a 1in .0 171 2.26 L-186-56 9,**0 4-18- 36 N bndond
redueur 5.50 S*23-56 ease of alaty

847-051-1 L. hIlrellt ..............al 46. 360197- 4 Top o-nch elbow .o.8 9.37 4.7 5-12-47 9560 9-12-47 I

847-101-1 Hlo C. l Coastlh l Bni rd Long ..--- ...87 -. Top, 4-inch asing 2.8 16 -2.26 4-18-56 920 4-18-56 i
847-011-1 W. L, Centrtt .---------- *-- 197 ... 4 Top, 4-inch elboww 1.8 9.37 4.7 5-12-47 950 -12-47 Ir
847-100-1 lrifd B as Coast ................. ..-. 6} -- 4 top, 4*lnch casifn 2.8 16 *5.00 4-18-56 20 4-18-56 K
RR. Co.
848-052-1 Knneth ogg ....---.-------.. 936 450 --- 8 Top, concrete base 2.8 --- 6.2 10-22-46 610 11- 4-55 D
.77 11- 4-35
-3.99 6-27-56

Table 1.- Continued________ ____________ __ ______
measuring a l s r d conte

a a i

55C Oh S CA S 1- ; '^ S a u 'S 5 !s5
a!.a^ sc s' -a as a8 3 :
a I ^ S f s' 5 s sga 73 -S I
___ ___________________ a ________6< ij.- g_ aS g 5 S
3% e -a. a
5f .
a s
a r I La i~31

848-052-2 Kenneth FoB

850-109-2 0. A. Tyler

B50-118-1 C. A. Mattheew

850-118-2 -----------

848-052-3

848-059-1

848-107-1

848-107-2

848-107-3

848-107-4

848-111-1

849-052-1

849-052-2

849-111-1

850-104-1

850-104-2

840-106-1

850-109-1

----I 350 -- 6 Top, 6-inch tee

---------......... .... 120 --- 6

................ .... 21 21 1k

Top, 6-inch tee

Top, I1-inch
casing

------------------

Top, 1 -inch pipe

Top, 2-inch casing

Top, 2-inch
reducer

To., 2-inch tee

Top, 2-inch valve

Top, 3-inch plug

Top, 4-inch casing

Top, base of
pitcher pump

Top, 2-inch casing

Top, 2-inch casing

Top, 2-inch casing

Top, 2-inch casing

19471 1011 9212

1.2 11

1.0 ---

1.9 ---

1.7 148

11- 9-55
12-20-55

10-10-47

4-19-56

12- 9-52

12- 9-52

1-12-55

10-18-55

1-12-55

12-28-55

5-24-56

5-24-56

11- 4-53
11-30-53

12- 9-52

10-23-34

10-25-54

11- 8-55
12-20-55

4-19-56

1- 1-55

1-12-54

1-12-55

10- 5-55

10-18-55

1-12-55

12-28-55

11- 4-53

12- 9-42

10-25-54

10-25-54

Sandpoint

Do.

Do.

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

Volusia County
Cae Reserve

Herman Brooks

Bugh Cruluck

W. P. Field

Hugh Cruluck

1. R. Beck

0. E. Stacy

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

B. R. Beck

E. Hirt

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

-----------------

Ernest Hamilton

E. firt, Jr.

Ernest fslalion

---d------------
------------------
----------------**-

--------*---------.

d -----------

I I I

Florida State
Rand Dept.

I I I i

. I I I I I

'

g. I

150-118-3

50118-4

850*-ii 8-

850-118-6

850-118-7

850-118-8

850-118-9

80-118-IC

850-118-11

850-118-12

50-118-1I

850-118-14

850-118-15

850-118-1i

850-1186-17

850-118-18

florida Power i
Light Co.

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

W. W, Dlle

Olds & Williams

.,.,...... ......

Wilson

T, S. Lynch

E. A. Bruce

C. Matthews

E. W. Wills

W. H, Hawkins

R. McKinnsey

Florida Pove &
Light Co.

H. Guthtl

J. C. lull

. Huhbay

KeIbUri l11nL

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

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

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

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

Oam Bruer

N. Stafford

Ryan & Mays

Fletcher

A. D. Rosler

A. D. Roster

....I 1... ...2 -............-- .I-- .... -

19.5 10- 3-53

2,15 2- 7-54

3.55 2- 7-56

3.0 8-17-50
2.1 2- 7-56

.7 2-13-56

4.14 2-14-56

2.8 2-14-36

2.55 2-14-56

3.37 2-14-56

2.1 2-14-56

1.76 2-13-56

iu _r,

0.

SLO 3.5S s

10- 3-55 1

2- 7-.5 D

2- 7-56 0

2- 7-56 D
2- 7-56 8

2- 7-56 D

2-13-56 D

2-14-56 D

2-14-56 0

2-L4-56 D

2-14-56 D

2-14-56 0

2-14-56 D

2-13-56 D

2-13-56 D

1 .

...I ...12

--

I

-

I I I I I

Top, 2-ineh easing

Top of flange on
3-inch valve

Top of 1e4 on 3-
inch caslin

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

Top, 2.inch valve

Top, 2-inch dis-
charge pipe

Top of elbow on
casling

Top, 2-Inch
coupling on
easing
Top, 2-inch elbow
on casing

Top, 2-tnch valve

Top, 2-inch valve

Top, reducer on
caiOng

-1

. .. .. i ~ I ....

Table 1. --Continued
c as ng Masurine point
Saer level Chlorida cntenti

a A a c

Tp reucr i ,

850-118-191 C. Johnson

..................- ---... 165 -- 2

851-050-2 ..... do .---..... ------.-----.----. .... ---.13

851-051-1 Putan Groves

---. 90 ---14

851-051-2 1 ----. do------- ----------------. -.... 77 ---13

851-05L-3 E. C. Henshav

851-051-4 --- do -------

----I ..I ....14

---14

Top, reducer on
casing

Top, 2-inch elbow

Top, 2-inch valve

Top, 2-inch elbow

Top, elbow on
casing

Top, tee on easing

Land surface
-----------------

Top, 2-Lnch valve

Top, 2-Lnch csing

Top, discharge
p ipe

Top, elbow on
casing

Top, casing

Top, 4-inch elbow
on casing

Top, base around
well casing

.0 ----

2-13 -5

2-13-56

2-13-$6

2-13-56

2-14-56

2-14-56

2-14-56

2-10-36

11- 2-53
6-27-56

11-15.55

480 1 2-13-561 v

2-13-56

2-036
2-13-56

2-14-56

2-14-56

2-L4-56

2-20-56

2-20-56

2-20-56

11- 2-53

1,630 111S-551 it

6.1 11- 3-55 2,250 11- 3-551 Ir

2.78 11-17-55

11-17-55

11-17-55

I I 3

3.0' bhlow Land
surface

850-118-21

50-118-22

850-118-2;
650-118-23

850-118-24

850-110-2!

850-119-1

850-119-2

850-119-3

851-050-1

F. Stewart

T, 1. Stewart

J. Brow

R. 8. Bruce

A. A. Bruce

E. Cox

J. C. Steverson

arwick

----. do ......t

Hurray Fruit Co.

ErSes Hamilton

Ernest Hamilton

L. H. Demona

N. Stafford

Ernest Hamilton

lrnest a KMLton

S. R. Wilson

-- -- 6. 11- 4-5.51 ,1020 11- 4-53 Ir

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

(kwii e!

r B

51-051-3 Oak Hill Citrus
Grove Amen.
51-052-1 VWright
831.052-2 J. eanks
851-1091 U.S.E.D.

831-113-1 Stone Island
IuEstates
851-113-2 J. aranham
851-113-3 ..........--

851-113-4 *.. -.. ...
851-113-5 ....... ...
831-113-6 H. Field
851-113-7 Flowers

851-113-8 A. Poole
531-114-1 Dr. Glase

851-114-2 ................

851-114-3 J. T, Knight

851-115-1 Pia. Methodist
Children's Home

Wilslon

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

....**...... ....
....o............

.. .......... .....
i... .... ..........
S........... ......

.......... .......
------""*""

Ernest Hamltion
.................

......---- 944
--***--*----- --

Sjts
Y ,

S ?

Sii

-2

*--32
-- 2
*"13

1.

SI1

I I
MadU911, Din

A

L931 1*41 *- 4

W AC U

*3j i
- S
has "

ilr

1,2 8-16-34 1,100 8-6-34 In

11- 2-S5

11- 2-55

5-22-56

5-22-56
5-22-56

5-22-56

Top, 2-tnch t*

Top, Ielnch pipe

Top of valve
Top, 6-inch caslnt
Top of easing

Top, 2-tnch casing
..................

Top, pitcher pump
Top, pitcher pump

Top, discharge
spout on pi archer
pump
Top, 2-Lnch
reducer
Top, concurte
hasin around
well

Top, east corner
of concrete
Tbasn around
well
........ .......
............

I-I

Well plugged

Well abandoned

11- 2-55
11- 2-53

5-22-56

5-22-56
5-22-56

5-22-56 D

1-19-55 1
9-30-55

5-22-56 -

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

''-' '-~"------c- -"-I` ----

"

L

3~---------

2.7 --. -8.4 5-22-56 170
.9 13 --. ........ .....

.3 -.-. 3.44 1-18-55 60
3.1 9-30-55 70

.... .... ..... .... 1,060

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

71--- 2
--- 33

SCia n measuring e int

.l e s i l ei lhli ta i

_t _liii a i jnFi i is i I

85I-118-1 W, Hervih A. D. Rosir 1955 107 80 1 Top, 2-inch celiag 0.6 23 *-.3! 1-18-55 410 1-18-55 0
851-118-2 J. D. Hodgs J,. D. Hodges 1947 170 .- 2 Top, elbow 1.8 *... 2,7 2-. 6-6 430 2 8-54 D
!51-118-3 C. 1. Stegner E, Hamilton 1950 148 --- 2 Top, elbow on 2- 1.5 -... 2.45 2- 8-56 ----- ------ 0
inch casing
851-118-4 J. Gardner J. D. Hodges 1949 110 -- 2 Top, tee on easing 1. 1,6 2- 8-56 ---------- D,
851-118- -..d--...---... ................. ----------- -----... --.. Top, on casing 1.6 .... .83 2- 8-56 460 2- 8-56 3
851-118-6 Thuron ..............--......... ... 2 ..--------------- ...- ...---- ---. ...----- 410 2- 8-6 D
831-118-7 R. Malkas .................. -- ..... 2 -------------...... ... ...------.. ------...... 470 2- 8-56 D
851-118-8 Howlet Fletcher 1947 203 105 2 Top, elbo on 1.4----- 1.05 2- 8-56 440 2- 8-56 Ir
casing
851-118-9 -.....--....----- .................. ---- -- 2 Top, tee on casing 1.8 -- .97 2-18-36 500 2-18-56 D
851-118-11 J. D. Hodges W. Stafford 1927 170 2 ...-----------.. -- -- --- -------... .....-. 440 2- 8-56 D
85-1-1111 --------.... .....----- ---.. .. .. ... ---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 2- 1-56 -
851-120-2 Sucacach .....-............. .......-- -. ------------------..... ... ..-- -- ----- 80o 2- 1-56 5
351-120-3 J. McAllister -....-----......- .... ... ... Top, tee on casing 3.0 ---- 5.3 2- 1-56 1,030 2- 1-56 0,5
951-120-4 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 G. B. Lopel ................. 1935 116 2 ------------------ --- -- ---- -------- 11- 1-55 D
852-050-2 H. D. Lopel Wright Bros. 1941 116 -- 2 --------.---.--. -- ----. -- --------..... 1,780 11- 1-55 H
}2-0}0-3 Jutman Groves .---.....-------. 1-943 18 3 Top. 3-inch c sin .0 -. 6.3 11- 3-55 1.460 11- 3-55 I

.IT d on I2 w 5 jt

C na Hes llrniu min

853-051-1 1R. J. Hulkey

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

Al D, ositer

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

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

Hodles

F, F. French

Hodges

F, F. French

F. F, French

. ille.............

."""""""..

J. Miller

Top, reducr on
elboww

Top, 2-inch canllg

Top, coasin

Top, tel on casing

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

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

Mascuring point is
land surface aL
.he well

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

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

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

Top, cement slab
over well

11-13-55

1-17-55

9-30-35

2-20-56

2-22-56

1-31-56

11-15-55

1-18-55

9-30-55

9-30-55

2-20-56

2-20-56

2-20-56

2-22-56

1-19-55
5-22-56

5-22-56

5-22-56

5-22-56

1-31-56

10-26-55

852-052-1

852-1135-

852-115.2

852-115-3

852-116-1

82-116-2

852-116-3

852-116-4

852-116-5

852-116-6

852-117-1

852-117-2

852-117-3

852-117-4

852-121-1

W, Dobbins

Hi Server

rFl. Methodist
Children's Haom

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

D. A. Taxter

V. H. Taylor

B. LeRoy

R. eayl

F. Kew

J. L. Alvarez

V. Gurucharri

C. Orandat

Hanu

RUOI

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

High iron content
reported

Do.

Do.

19531 80

I'' '

''

Brown & Copeland
Co.

853-053-3 ---do..........---

853-054-1 IH. Suedley

Plantation Estates

Miller

B. Good

F. Dickinson

M. Proctor

J. Walsh

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

H. H. Burch

W. F. Jeffords

I. Clinton

Bromn & Copeland
Co.

A. I. Ivey

., F. French

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

F. Dickinson

P. Diekinson

J. Walsh

..--d o--o

----e ------

Maclean

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

.... 143 --- 2

1908 -- 2

1938 225 115 4

1938 175 ---4

1954 106 3

553-051-2 A. 2ubert

553-053-1 P. eaid

0.00 10-26-55 --- -- .......

3.35 11-17-55 490 11-17-55 I:

3.85 11-17-55

1.67 11-17-55

1.00 12- 5-35

Top, 2-Inch casino

Top, cement block
around well

Top, concrete bass
around well
casing

Top, 4'Inch tee on
casing,

flanie, top 4-inch
valve

Top, 2-inch casing

Top, 2-onch casing

Top, 2-Lnch elbow

Top, pump bass

Top of casing

Top, 2-inch valve

Top, 4-loch elbow
on easing

Top, 3-tach elbow
on easing

550 11-17-55 Ir

430 11-17-55 Zr

210 12- 5-55 Ir

1-19-55

9-29-55

10-23-35

10-25-55

10-25-55

10-25-55

10-11-55

11-17-55

12- 7-55

1-19-55

1-18-55

9-29-55

10-18-55

10-11-55

11-17-55

12- 7-53

153-053-2

555-117-1
853-117-1
B53-118-1

853-120-1

854-049-1

B54-049-2

154-049-3

B54-049-4

554-051-1

154-051-2

554-053-1

154-053-2

554-054-1

I I I I I

'

" '

7 a

Wae I I |otn

A lI -

0.0 ----

1.2 ....

.... 1 162

...14

Wt r oe I e i i l do nt

SI}i v _H Ii

54-055-1 H. L. aueohton

854-05-2 0. peak ..............

4-055-3 ....do......... ................

15-055-4 ....do..........

I54-055-5 ....d.........

654-103-1 U. E. Kirchuff

54-103-2 ...do..........

54-117-1

855-051-1

855-051-2

855-051-3

855-053-1
855-053-2

855-055-1

855-117-1

856-069-l

Fl. rotiet Sarvicl

R. Jones

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

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

3. Clinton

---do-----*----

J. McClIllan

W. M. Pooser

F. RoB'benon

A. D. Rosier

8. C. Log

................ 1940 1i ... 4

::..1 ::

100 4

.1-.--..- .... 9 7 l-,I 3

Daytona Pfump Co. 1955 131 120 2

Top, 4-inch valve
on croing
........oo.....

Top, 4-Lnch elbov
on coming
....do.........

Top, oeant puMp
baes

Coupling on top
of osolns

Tee on top of
caring

Top, 6-*Lah asking

Top, 2-LUic double
t"
Top, 2-.incbh o on
casing

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

Top, elbow on
coring

Top, pnmp base

Top, 2-.inb mduoer
on ,uial

2.L4 10-1IS55

10 10-18-55I Zr

.2 12..... .. .... ....... .

3.2 .12- 7-55 SO 112- 7-55 Ir

1,7 L2- 7-5S

1.3 12- 5-55

-12.57 4-16-56

-14.00 4- 1-56

10-24-55

10-25-55

10-25-55

10-11-55

12- 5-55

-59.6 11- 4-53

3.54 10-26-55

12- 7-35 It

12- 5-55 lr

4-18-56 Ir

30 4-18-56 Ir

30 4-29-57 D

620 10-24-35 D

610 10-25-55 D

620 10-25-55 D

130 10-11-55 N

250 10-17-55 H

130 12- 5-55 Zr

11- 4-53 H

10-26-55 H

10-26-55 D

856-049-2 ....doA.........

J ~ ~~~ ~ ~ .1....L..............J..............L.. ________ I

F. Roberson

1.9 75

.4 *--

J ag ; Keasurina point
Waste level hloride content

SI I 1
i r ,i ii ^ 1i

I g I f^I 9 1^ ~ 8

856-052-1 8. L. Clinton

856-052-2 1 Hiabch

Godfrey Fish Comp

A. 0. Rich

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

C. Swells

Orange City Mineral
Springs Co.

Bethune Beach Motel

Bethune Beach
Amusemen Park

G. C. Beck
...... do .........

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

State Road Dept.
J. H. Monahan

Town of Lake Helen

1915

S. L. Wilson 1931

................. 1950
................. 1950
................. 1950

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

-- 2

-.- 3

------ --................. 1955 100 2 .................

L. Wallace 1955 15 15 -----................

856-052-3

856-052-4

856-052-5

856-056-1

856-117-1

857-050-1

857-050-2

857-050-3

857-056-1
857-056-2

857-056-3

857-056-4

857-105-1

858-054-1

858-113-1

Top, 1%-inch elbow
on casing
Top, reducer on 3-
inch casing

Top, 1-inch elbow

Top, casing

Top, 4-inch elbow

Top, 1-inch die-
charge pipe

Top, pump pit

Top, t-linch suing

Top, casing
Top, 3-inch tee on
casing

Top, 2-inch tee

Top, 6-inch tee

Top, 6-inch casiin

Top, 1l-inchm cing

Land surface ac
well

2.1 --

1.0

.0 37

3.21 10-24-55 1,030 10-24-55

5.11 10-24-55 1,030 10-24-55

10-24-55

12- 8-55

12- 8-55

10-14-55

10-24-55

12- 8-55

12- 8-55

10-14-55

-21.5 112- 7-531 ------I-------

10-28-55

12- 5-55

12- 5-55

12- 5-55

12- 5-55

10- 8-50
11- -55

18,200 10-28-55 P
12,400 10-25-55 P

12- 5-55
12- 5-55

12- 5-55

12- 5-55

11-18-55

11-21-50

3 wells in manifol

- __________________ L J....L.J........A.I. 1.J............L.............L _______ L................2 ________ L I

U. S. Engineers
West & McGinnis

Grey Artesian Wall
Co.

--------------- I---- a189 -=- 10

b] I la naC HaurinD nint-
Sa fiar tv Chlorld content

s I g H 3 lL^~i~jiJ_

858-113-2 H. West

856-120-1 T. Bachum

858-120-2 C. W. McCormick

859-054-1 City of Edgevwter

639-054-2 L. Horse

859-054-3 H. P. Wilkinson

859-054-4 B. Smith

859-054-5 A, L. Robertc

859-054-6 L. A. Mlleulch

859-054-7 Indian River Gas
Co.

859-054-8 W. Bikes

859-054-9 N. Brown

859-055-1 City of Edgewater

859-055-2 --.... do ...........

859-055-3 -...do---.....

859-055-4 -...do--.......

1943 409 105 10

1920 94 --- 3

Land surface at
well

Top, elbow

Top, tee

Top, discharge
pipe

Top, 1l-inch elbow

Top, 2-inch tee

Top, 3-inch teo

Top, 4-inch
coupling
Top, concrete base

.-I ---I ... 3 Top, 3-ioch elbow

Top, 3-inch
reducer

Top, 2-incb casino

Top, 2-inch oaling

Top, 2-inch casing

Top, 2-inch casing

Top, 8-inch casing

1943 .....

1-16-56

1-16-536

12- 9-54
12- 8-55
6-27-55

12- 9-54

12- 9-54

12- 9-54

12- 9-54

1.21 12-27-54

12-28-54
12-14-55

11-10-55

11-21-57

11-25-57
11-27-57

I I

9 3.01
1.29

12.05 .84

11 .82

1.10
1.04

.... ......

1-15-56 D

1-L6-56 8

12- 9-54 N
12- 8-55

12- 9-54 N

12- 9-54 1

12- 9-54

12- 9-54 0

12-27-54

9( 12-28-54
9 12-14-55

260 11-10-55

6 11-21-57

6 11-25-57
6 11-27-57

6 12- 4-57

6 12- 6-57

Layno-Aclantic

H, L. Deaion

....o.o.........

L. Dandervoid

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

Thompson
.............***.

Owner reports well
flows inter-
mittently

Well cuttings
Available
Do.

Do.
Do.

Daytona Pump Co.

A. D. Rosier

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

****

Table 1. -- Continued
V Cas na Meautrine ooint
ater levil Chlorida content

h

Restaurant

Deland Country Clut

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

C. N. Clifton

T. Plowere

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

Lake Bereoeord
Yacht Club

8. Wilson

859-056-1 Harper

859-056-2 E. E. Shepard

859-057-1 City of New Smyrna
Beach

859-057-2 .-..do.......

859-057-3 ----do.-----....

859-057-4 --..--do...-....

659-057-5 ----do--.......

859-057-6 ---do------...

859-057-7 --do--d---....

859-07-8 --do----......

859-117-1 Chimney Corner

.... 99 --- 2

1949 110 90 2

Top, coupling on
2-inch asing

Top, 2-inch
reducing elbow

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

Top, 6-inch casing

Top, 6-inch casing

Top, 6-inch casing

Land surface

1956 340 107 10 Land surface

1956 165 105 6 .... ........

.... 100 96 2 Top, tee on dis-
charge pipe

S182 4 Top, tee on casing

-- 186 6 -.............

1945 4 --... ---------

1.5 -----

.5 8

1.3...
1.3 .....

4.25 12-28-54

3,15 12-28-54

6- 2-53

6- 2-55

12-28-34 Ir

12-28-54 D

6-22-55

6- 2-55

1-18-55

-65.67 4-23-57 710 4-23-57 Ir

.--.--- ------- 1 4-23-57 Ir

.21 9-27-55 1,32 9-27-55 S

2.9 9-28-55 ---.-------..--

.--.- ------- 1,200 9-28-55

.............. 1,200 9-27-55 0

Well cuttings
available

859-117-2

859-117-3

859-120-1

659-120-2

859-120-3

859-120-4

Layne-Atlantic Co.

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

A. C. Jones

Central Fla. Well
Drillers, Inc.

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

T. C. Yelvington

E. Hamilton

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

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

-

.

Table I,. -CnntinuLed4 __________________i
A WL H urin A ii n Wite a a Chlorid c nto t

SJ I r I i U_
t, I g~i s+ + 3 +s ag ^ g

859-121-1 1 F. Kker

.... 140

I-... 2

859-120-5

859-120-6

859-120-7

859-120-8

859-120-9

859-120-1C

859-120-11

859-120-12

859-120-13

859-120-14

859-120-15

859-120-16

859-120-17

859-120-18

W, Delden

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

Lowvry

G, Hendery
....do........--

0. Atwood

P. Watts

N. Johnson

R. Witt

R. Frieson

P. Wattc

1-16-56

1-16-56

1-16-36

1-24-56

1-26-56

...oo...-....-...

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

L. H. DeaIon

I. Hamilton

T. C. Yelvington

S. Hamilton

L. H. Deaeon

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

Top, 2-lnch tee

Top, 4-Lnch te*
................

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

Top, tee

Top, 3-inch tee

..oo.. ........*.

Top, 2-inch elbow

Top, 2-fnchrducer
on casing

Top, concrete well
base

Top, 2-ij.h tee on
casing

Top, 2-Inch elbow
on easing
.... .........--

-- ___________ - h L U I.

1-11-56

1-16-56
1-16-56

1-16-56

1-16-56

1-16-56

1-24-56

1-24-56

1-24-56

1-24-56

1-24-56

1-26-56

870 1-25-56 M

1,500 1-25-56 )

960 1-25-56 1

1,350 1-25-56

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

I I

.3 -

1.5 .

5.85 1-25-56

5.5 1-25-56

.8 --.. 5.95 1-25-56

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

859-121-2

859-121-3

859-121-4

859-121-5

1. Strong

E. A. Campbell

8. Hatch

1. Studenmlrle

I I

F. Stdnmr

.

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

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

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

Table 1. -Continued
_ai C:e n M .aouring nn.c -
a Wtae leve Chloride content

I| 1 a
6a l a b" arista I i a

_j_____g gl I gi I I
1)9-121-6 J. Sclerer -................ ....---- ... 3 Top, 3.onah casing 1.2 17 -1.39 1-16-56 --..... ....... N
-3,42 5-10-57
59-121-7 .... do.......... ................ ....208 ... 2 Top, cling 1.0 .... -1.3 1-16-56 1,220 1-16-56 N
59-121-8 ---.do. .....-... ................ ... ... ... 4 ............... .... .... ..... ....... ...... ....... N
59-121-9 --. do.--. ...... ................ ... 105 ... 6 Top, oaaing 2.6 21 -4,51 1-20-56 .... ....... N
-4.68 5-10-57
59-121-10 C. B. Avery L. H. Deason 1955 130 ... 2 Top, elbow 1.2 .... 3.67 1- 5-56 1,700 1- 5-56 D
59-121-11 L. D. Hunt ..do......... 95 115 ... 2 -.............. .... .... ..... ....... ....... D
59-121-12 J, Lch irer .do..o......... 955 108 ... 2 Top, elbow on .9 .... .95 1-11-36 1,260 1-11-56 D
Gcaing
359-121-13 .....-.......... ...-do........... 955 110 ... 2 ................ .... .... ..... ....... 1,240 1-11-56 D
159121-L4 0. C. MHcCami ...do.-...... L955 110 ... 2 ................ .................................
59-121-15 J. Schnierer ...do.......... L955 110 ... 2 ................ .... .... ..... ....... ...... ....... D
00-054-1 1. P. A1lison Daytona Pump Co. 953 123 93 2 ................ .... .... ..... ....... 170 12-30-54 Ir
)00-054-2 H. A. AdIam J. M. Miller 954 143 100 2 Top, reducer an .0 .... .5 1- 555 80 1- 5-53 D
casing
900-055-1 K. W. Muson K, W, NHuson 948 135 90 2 Top, tao on casing 1.2 .--. 1.6 1- 4-55 270 1- 4-55 N
900-055-2 .... do-.------. ---do........-- 953 135 90 2 Top, 2-inch cee 1.1 .... 2.34 1- 4-55 160 1- 4-55 Zr
900-055-3 -. do ....----.. --do..----.... 950 135 90 2 Top, 2-inch toe .4 .... 3.03 1- 4-55 220 1- 4-55 Ir
00-055-4 Dodson ....do--- ..---- 947 135 90 2 Top, 1-inch elbo 2,6 .... 1.15 1- 4-55 280 1- 4-55 N
00-055-5 0. E. Dxon ...--.......--. --- .. --.. 2 Top, .a.ing .5 .--. 3.2 1- 6-55 1,300 1- 6-55 8 W ll partially
pluSed
00-056-1 J, L Sorrel .----------..... 900 103 .-- 2 Top, --in.ch pipe .6 ---- 2.63 12-28-54 20 12-28.54 1N
00-056-2 C. B Jones C. Lutae 954 125 82 2 Top, 2-inch casing 2,0 7.82 2.81 12-30-54 70 12-30-54 D

- n "a o.. lisfl

W e t r i 1 Ch rt ii e otani

900-056-4 P. Smith

900-056-5 Ashley

900-056-6 Shadloe

900.-07-1 C, Wilson

900-057-2 ....do ......-.

900-057-3 E. E. Rogers
N
0 900-057-4 H. C. Swoops

900-057-5 M. T. Walker

900-057-6 A. N. Honser

900-102-1 R. Flindall

900-103-1 J. Sterle

900-103-2 3, Platten

900-103-3 M. Machelk

900-113-1 H. Linkovich

900-120-1 M. KHld

900-120-2 C. Dovling

900-120-3 0. Thomas
900-120-4 ...do..........

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

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

J. Hiller

A. D. Rosier

J. Miller

C. Lute

A. D. Rosier

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

S. Wilson

A. D. Rosier

E. Hamilton

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

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

Top, 4-inah elbow

Top, 4-inch tee

Top, 3-inch casing

Top, tee

Top, casino

Top, elbow

Notch out in post
which supports a
discharge pips

Top, 1-inch
roducr,
Top, tee on casinB

Top, 2-inch casino

...............""

Top, 3-inch elbow
Top, 3-Inch elbow

Top, tee on casong

Top, tee on casing

1- 3-55

1- 3-55

1- 3-55

1- 6-55

9-24-54

9-24-54

10- 6-54

1- 3-55

1- 3-55
1- 3-55

1- 6-55

9-24-54

10- 6-54

10- 6-54

10- 6-54 7 10- 6-54

12-28-54 o 12-28-54

11- 3-53 2 11- 3-53
....... 1 9-22-54

...... 2 9-22-54

....... 1 9-22-54

...... 1 9-21-54

1-26-56 97 ----

1-26-56 1,08 1-26-56

1-26-56 2,10 1-26-56

1-26-56 1,22 1-26-56

_r

. I I I I I Il

Table 1.--Continued
t Cam na Measurin nt
S.Wate level Chloridte ontenl

A IiI I 1!

900-120-1 J. D. Hunt

900-120-1 L. D. Runt

900-120-1d C. D. Fnsated

900-120-1S -- do ...---.

....----do-----------1955 115 2
...--do----- 1.15 ... 2

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

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

1955 130 ...2
195 128 -- 2

----do----------- 1956 130 115 2

..---..do--------- 1955 187 .- 2

G. Ryan

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

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

L. ,. Deaeon

,"-do ----------

1957 59

1957 61

900-120-5

900-120-6

900-120-7

900-120-8

900-120-9

900-120-1u

2.9 1-26-56 1,850 1-26-56 0

9-28-55

1-26-56

1-11-56

2,120 9-28-55 .

2,150 1-26-56 S

1,300 1-11-56 D

1,280 1- 5-56 D

1,300 1- 5-56 D

1,440 1- 5-36 0

1,290 1- 5-56 D

H. Mceillen

Top, elbow on
casing

Top, valve

Top, tee on casing

-----------------

Top, elbow on
casing

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

Top, concrete base
around well

Top, 2-inch elbow

Top, elbow on
casing

Top, 2-inch casing

Top, 2-inch elbow

Top, 2-inch asing

Top, 6-.nch
coupltag on

Top, 3-inch casing

Top, 3-Lnch tee

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

.6 ~II 5.6 I 1- 5-36

2.1 ....

2.75 ....

.4 21

.3 21

.8 21

1.5 --

3.77 1- 5-56

2.18 1- 5-56

2.4 1-17-56

2.66 1- 5-56

-8.98 2- 4-57

-8.73 2- 4-57

-9.71 2- 4-57

6.13 12-15-55

Well cuttings
available

1-17-56

1- 5-56

2- 4-57 T

2- 4-57 D

2- 4-57 T

12-15-55 D

1-16-55 D
......... .

0. Flowers

G. W. Tomlineon

F--do--n-----

Fournier

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

E. Hamilton

L. H. D-eaon
-------------

900-120-1

900-120-15

900-120-16

900-120-1;

H. Wandling

C. A. VanCleave

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

E. Jones

900-120-21

900-121-1

900-121-2

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

D. Orders

R. Davy

C. H. Bhaffstall

S...... ........ 135C

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

I

Table .--Continued
Bc4, Hn__Meas..uring _oint L i L
jsbo* Lev! IIChlorige cpatent

X ~ff i

1954 150 -- 4

900-121-4

900-121-5

900-121-6

900-121-7

900-121-8

900-122-1

900-122-2

900-122-3

901-053-1

901-054-1

901-034-2

901-053-1

901-055-2

901-055-3

901-055-4

901-055-5

901-0355-6

901-055-7

107 -- 6

A. C. Jones

J, I. Schmelrer

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

Z, Cooley

H. Huber

M. Hutchinson

Tiolen

H. Spear

I. H. Hickay

K. W, Nueson

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

E. C. Zsolinger

W. I. Hinton

City of New Smyrna
Beach

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

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

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

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

Top, discharge

Top, tee

Top, toe on casing

Top, casing

Top, too

Top, le

Top, casing

Top, to on caing

Top, 2-Lnch elbow

Top, 3-inch elbow

Top, 2-Lnch teo

Top, 1-inch
discharge pipe

Top, 6-inch
coupling
Top, 6-inch casing

Top, 6-Inch
coupling
Top, 6-inch
coupling
Top, &inch casing

1- 5-56 H

1- 5.56 Ir

1- 5-56 D

1- 5-56 H
....... o

9-27-55 D

12-15-55 D

9-27-53 D

5-11-55 N

5-10-55 Ir

5-10-55 Ir

9-22-34 *

12-27-54 D

12- 7-54 N

0,60

1.65

1.32

10,.

4.92

12,6

.32

.73

.61

.90

1.33

.82
-1.72
-2.08

1.94

.7

.59

I I I a F

L, H. Deiaon

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

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

L. H. Dellon

D. MeDonald

K. W. lMuson

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

-.-.-----.-..o-

I Wilon

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

1- 5-56

1- 5-I6

1- 5-56

9-27-55

12-15-55

9-27-35

5311-55

5-10-55

5-10-35

9-22-34

12-27-54

12- 7-54
6-28-56
2-28-57

12- 7-54

12- 7-54

2- 3-55

1952

Vell partially
plunged

901-055-8 s d----do ..

1,350 12- 7-54

1,350 12- 7-54

1,355 12- 7-54

1,500 12- 7-54

3,50( 12- 7-54

------................. 1952

r i ... 1 6

P01-055-9 L Bousehll

01-055-10 J. Wooden

)01-055-11 M. Xlia woth

City of New SByrna
Beach

White Sand &
Material Co.

W. A. Van lst

R, n. RM. kelst

W. B. Swoote

City of New Smyrna
Beach

P. Vrooman

I. Powell

I. C. Barow

G. R. Wickersham

0. Wood

T. L. Murphy
It U41.ju.

Layna-AClantic Co. 1941

P. F. French 1954

J. M. Miller 1954

oelverton 1956

89 Wilson .

B. Wilson 1920

J. M. Miller 1954

r. W. Musson --.

J. M. Miller 1948

C. Luta ...

S. Wilson 1940
................. 1920

................. 1910

130112

105 --

.0 ...

,90 ----

I op. I 2. .
--inch cos

12-30-54

1- 5-55

1- 5-55

880 12-30-54 Is

1,290f 1- 5-55 Zr

1- 5-551 It

----- I--------1 16,000 1- 6-55 P

Top, valve

Top, 2-inch
discharge pipe

Top, reducer on
casing

Top, 12-inchesinl

Top, 4-inch teo

Top, elbow

Top, oaeing

Top, casing

Top, reducer

Top, 2-inch ote

Top, 3-inch caring

Top, *-i.noh
discharge pipe

Top, too on casing

Top, 2-inch elbow

.;Idlnch

5,250 1- 6-5 In

1,28C 1- 6-55 It

84C 7- 3-56 Zr

680 9-22-54 N

10 10- 7-54 N

29( 10- 7-54 0

23( 12- 1-54 N

43C 12- 2-54 8

1,70( 12-30-54 8

1,811 1- 3-55 8

76( 1- 3-55 It

46( 1- 5-55 D

*

901-053-12

901-055-13

901-055-14

901-055-1

901-056-1

901-056-2

901-056-3

901-056-4

901-056-5

901-056-6

901-056-7

101-056-9

01-056-(i
anl.nqy.1

****
3 52

-

''' '

' SS ---: Heasurin o i nt
SWas r level Chlorid content

1- 6-55

1- 6-55

9-16-54

9-22-54

10- 7-54

10- 7-54

12- 1-54

12-30-54

1- 3-55

1- 3-55

1- 5-55

9-25-54

................. 119101--- 1---1 2

***
2 2-tach casta

Table 1..Continuad --1---I-..-----'-i----- -___________.... _.__._'hod___

a fJ ? i1 _III _lm iCird aoe

__ __ i_ i_____ i jl SrJiiA L! i

101-114-1 I. L. InMn I

101-057-2

01-057-3

01-057-4

01-07-5

01-058-1

>01-058-2

301-058-3

01-058-4

01-058-5

01-059-1

01-101-1

01-102-1

01-102-2

01-102-3

901-102-4

01-102-5

101-106-1

p01-109-1

C. Wilson

H. I, Brown

D, J. DiLNar

....do..=.......

I. Libby

C. V. Smith

J. Barnes

E. D. sooatLed

P. J. SaIab

P. A. Hiller

a. 8. O 'nilly

U. 8. Hughl

J. Tekauts

A. Seufert

S. 5. Austin

----o.----.. ----

J. McLarty

P. Smith

B. Wilson

A. D. Rolser

B. lillon

J. W, Hller
A. D. RIoler

8. Wilson
----do----------

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

8. Willon

--.-do------

Top, 32-nch valve

Top, 2-Lnch
rducer

dtloharbe plpe
Top, 2-inch

Top, 4-inch cpinL

Luld iurf(QB
....-----......--

Topi horlionfll
d.......... p

Top, -inch casippl
................

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

8-13-34

10- 7-54

10- 7-34

12- 1-54

11- -54

11-24-54

12 4,0

.... 240

... 3.85

.... ......

.... ......

.... ......

30 -9.43

.... ......

---= *-**

-3- 3.34

.... .3.44

---- --6
-----------------------------------*--5.4

--------------------------------------5.44

9-24-54

I 10- 7-4
S10- 7-54

S10- 7-54

9-22-54

9-30-54

9-30-54

11-16-54

11-16-54

11-24-54

11-24-54

11-24-54

11-24-54

9-21-54

9-21-54
11-11-54

9-21-54

-9-21-54 1 -
-~~~ J

117 -- 3

145 --- 3

LSO --- 2

158 -- 3

-------- -

19241

.

I ,

Table 1.- -Continuedt
C nS.a m ..eMeaurint po inL
Water Laval Chloride content

5 s i t- j ii iili ^ ^t'W

i _l~ lli~~lll~li_~lL-goo !

901-117-1 City of Dealnd

901-117-2 --- d-- -- ....

901-11- --do-- --....

901-118-2 -- do-------

901-119-1 Parrish Fruit Co.

901-122-1 W. L. Hargrave

901-122-2 R. F. Drawdy

902-054-1 P. Nixon

902-054-2 B. Ludwig

902-054-3 H. Barney

902-055-1 0. M. Poole

902-056-1 W. S. Swoote

902-056-2 H. W. Smith

902-056-3 City of New Smyrna
Beach

902-056-4 ----do .---... --

902-056-5 I. C. Barrow

902-057-1 G. H. Mallonse

902-057-2 L. F. Williia

Layne-Atlantic Co.

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

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

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

Farm & Home Equip-
ment Co.

L. I. Deason

Me t

A. D. Rosier
.................

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

"----------

J. Miller

8. Wilson

Meta

1924 275 12 ----................

1955 348 170 12 .............

1949 95

1950 95

1942 120

. I t
90 2

-' 2

Top, casing
................

Top, 2-inch
reducer
Top, 2-inch
reducer

Top, 2-inch casing

Top, 3-inch tea

Top, coupling

Top, 4-inch casing

Top, valve

Top, 1-inch
discharge pipe

Top, casing

Top, coupling

Top, elbow

-43
-60.90
.....o

10.4

11.4

- .36

-2.15

.57

-1.0

1.17

-24
4-22-57

12-15-55

1-13-56

5-10-55

5-10-55

11-30-54

9-16-54

9-23-54

-- .25 11-30-54

1.0 12- 2-54

-- -.94 11-23-54

... 1.84 11-23-54

4-22-57

9- -55

4-22-57

3e 4-22-57 F

101 4-23-57J P

12-15-55

1-13-56

-47
4- -48

4-10-55

5-10-55

11-30-54

9-16-54

9-23-54

11-30-54

12- 2-54

11-23-54

11-23-54

0.3' below land
surface

Pl

--.... ....88
....I 83,88

allln l lJMa urln. point .

-4

EWI at Vel

TifT

lha j

l1r30-5

........

......*.
""***

-----

I. Wilson

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

H. A. Van

J. Miller

A. D. Rolser

A. D. RoSier

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

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

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

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

B. Uilson

J. Miller

8. Wilson

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

i content

11-30-54

11-16-54

L2- 1-54

12- 1-54

2- 3-53

11-22-54

11-22-54

11-22-34

11-24-54

8.25-54

8-24-54

11-16-54

11-16-54

902-057-3

902-059-1

902-059-2

902-059-3

902-059-4

902-101-1

902-101-2

902-101-3

902-102-1

902-103-1

902-103-2

902-103-3

902-103-4

902-104-1

903-056-1

903-056-2

903-057-1

903-057-2

903-057-3

Table 1. --Cntnlu --e4 _---

Tumblin

I. A. Cloud

Spradley

J. Coleman

W. I. Shipley

E. E. O'ReLlly.

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

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

J. Benedict

J. Sopotnick

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

C. H. Langford

F. Lousin

0. BattaIgr

City of Rav Smyrn
each

I. P. Dodge

W. P. Smith

. G. Fslher

C. H. Tlton

". 122 .*- 2 Top, te 2,6 ..6 *

1945 120 *"- 2 --.---...... ....

1945 120 2 **- 2 .

1935 148 105 2 ........------ ---- ----

1955 147 105 2 ................ ....

1946 120 100 3 ............... ... ...

1946 120 100 4 -.....-..... -- --- ---

1946 120 100 2 ..................

1945 100 --- 4....

... 130 115 2 ............ ....

... 130 90 4 ...... ---- .... ....

1944 108 90 4 ---------- -- --

1948 120 90 2 -....... .... ....

1953 125 -- 2 Top. 2-nch 1.4 30
.--- 4 Top, hole inside .3 -..
codinA

1942 95 84 2 Top, casing 1.3 ..

1952 120 --- 2 -- -- --

1948 127 --- 2-------- -- --

2 Top, coupling on .9 *-
caslng

11-16-54

9-30-54

9-28-54 670 9-28-54
....... 55 9-28-54

...- .. g 9-28-54

11- 4-54 SC 11- 4-54

---

-

'

Table 1.- -Continued

Sas I.na MmeasurinL o int
SVaer level Chloride content

0 1 S

_ _r ___ } 1 I gl_-__

?03-057-4 F. B. Herring

903-057-5

903-057-6

903-058-1

903-059-1

903-102-1

903-102-2

903-102-3

903-102-4

903-102-5

903-102-6

903-102-7

903-103-1

903-103-2

903-103-3

903-104-1

903-104-2

903-115-1

903-113-2

0. A. Baker

P. Draper

G. Hendrickl

D. W. Clifton

R. M. Konter

D. Swvbillous

J. Benedict

D. Swebillou

J. Benedict

E. B. O'Reilly

M. Promo

H. Lomell

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

R. B. BIr8

M. Lowell

*--------***---*--

r. Pi fner

Ansley .

S. Wilson

0. A. Baker

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

0. A. Baker

Katz

B. C. Raven

A. C. Jones

A. D. Rosier

Baban

----*-------------

S. Wilson

L. H. Deason

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

1951 106 --- 2

Top, elbov on
cas ing

Top, tee

coupling
Top, 2-inch

Concrete barn
floor

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

Top, 2-inch
reducer
Top, 4-inch tee

Top, 4-inch ree

Top, 2-inch
reducer
Top. 2-inch tee

Top. casing

Top, culng

2.1 ** ...

2.1

4.94

.99

-7

-7.7

-7.0

-6.50

-6.00

-7.85

-28.0

-22.76
-23.48

11-30-54

12- 2-54

12- 2-54

9-28-54

11-17-54

8-25-54

8-25-54

11-24-54

8-25-54

8-26-54

10-16-53

10- 3-54
3-14-57

12- 2-54

12- 2-54

9-28-54

11-24-54

11-16-54

11-17-54

11-17-54

2 11-17-54

2 11-17-54

2 11-22-54

( 12- 1-54

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

2C 8-26-54

21 10-16-54

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

17C 11-30-54 DrI

Table l*- sCantlnuad__ t.9___ _n_ ------

I I_ i iv Cerd _asen se It

Dsland Hunaclpal
Airport
J D Oliv
....do...........

W. Rolunaki
.................

904-057-1 ,. L. Boucher
904-057-2 A. B. ordman

904-058-1 A. R. Critile

904-059-1 C. Pancher

)04-103-1 IE. A. Cumn

................. 1940 95

L. H. lDeson 1951 71

............... ....134

903-116.1

903-121-1

903-121-2

04-055-1

P04.055-2

i 10 .-........."...".. ........

Top, reducer

Top, reducer on
easing

Top, noncrate ba*
Top, tile easing

19351187 -. 4 .. --
1937 156 90 4 Top, teo 1.5

L927 195

917 64

Top, caslii
Top, astlsg
Top, 4-inch tlo

Top, 1-nch
dislohrgP pipe

Top. 2-tich opsti

Top .base of
plcher pump

2.0 .-:

11.4 1-13-56

3.84 1-13-56

1.93 1-26-55

3.46 1-27-55
,94 6-21-56

-1.57 9-15-54

8,5 9-15-54
.84 9-28-54
-1.15 11-30-54
-4.47 6-26-56
-4,40 6.27-56

-1.6 9-8-54

-13.39 11- 3-54

-14.17 11- 3-54

11-13-54

60 1-13-56
4> 1-13-56 N

1-26-55 N

1-17-5S5

9- 3-54 D
11-18-54 Ii

9-15-54

9-28-54
11-30-54

460 9- 2-54 ZI

730 9e28-54 N

11- 3-54

420 8-25-54
440 11-11-54

Ianford Hschlin
Works

8. Wilson

A. C. Jonas

8. Willon

J. **Mill
J. Killer

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

904-057-3

904-057-4
904-057-5

D. 8nyder
R, a. ordman

904-100-1
104-101-1

104-101-2

M. ., Pickle

W. A. Cliton,

Tomoka Ranch

Table 1.- Continused
a Casin Hea. urn ont --
SWater Ilvyet Chloride content

Si I iio ho 1

liiil i_ _il__IiiJ-j Yj i

904-104-1 C. B. Fribble ...............

904-104-2 ---do --..---... J. Miller
904-104-3 R. E. McDonald A. C. Jones
904-114-1 Hudson Pulp & ---do-..........
Paper Co.
904-117-1 H. R. Isley N, Nyman
904-118-1 J. L. Trigg A. C. Jones
904-118-2 J. A. Carper L. H. Deason
905-055-1 B. Williamson S. Wilson
904-056-1 W. R. Wharton .................
905-056-2 C. D. White S. Wilson
905-056-3 J. Omaniff Daytona Pump Co.

905-058-1 L. Kiaes

905-059-1 McDonald J. Hiller 1954
905-059-2 ------------- ................. ...
905-100-1 R. G. Jackson ............ -...
905-100-2 W. R. Barrow J. Miller 1951
905-100-3 Nicholson -.. ...........
905-101-1 J. W. Jones ..... ---... .... 930

Top, base plate of
pitcher pump
................
................
Top, casing

Land surface
.................
Top, casing

Top, coupling

.--- ..." ...I---- 93 1--- 2 Top, 2-.nch tee

2 ----.............
2 Top, 2-inch
reducer
- Top, 1-3/4-inch
elbow
3 ... -- ...........

2 -................---------

-- -8,37 12-13-54 ..... ........

10- -55

6-22-56
2-26-57
9- 9-54
6-27-56

12- 8-54
11- 4-54

.... .

12-13-54
12-14-54
12-30-54

..... ........ .
80 5-24-54 D

440 1-26-55 Ir
340 1-26-55 D
400 1-26-55 D
520 2-16-56 T

440 9- 2-54 N

240 12- 8-54 D
450 12- 8-54 N
30 11- 4-54 N
180 12- 8-54 D
30 12-11-54 N
610 11- 3-54 S9

.... 107 1---1 2

42.65 -4.10 12-30-54

I

alhita bule iln -11

s05-102.2 1. Malone

Iipport
O. P. Cable

M. A. Sager

V, A. Aiindley

0. Z. Eonnett

A. X. McDOnald

sBate l1id Dept.

-do*"-r- ---*

U.S. Cool, Survey

J. T. DumAs

Reynolds lRetauran

Plening

0. Davy

a. alekin

4l 4 WJHO. i I V 11 -nB

4- ________ __ _

................. .... 72 65

1. Villon

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

J. Miller

Daytone Pump Oo.

-**--O---------.-
J. Miller

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

. ..

1948101 I-.

94 1- 2

Layne-Atlanti Co, 19553311 94 6

SI. Clfton 1914 12 124

905-102.3

905-102-4

905-103-1

905-104-1
905-104.2

905-104-3

905-104-4

905-104-5

905-113-1

901-113-2

905-113-3

905-115-1

905-119-1

905-120-1

906-056-1

ac-asa-.

905-102-1

Top, 4laina 0.5

Top, 2-lach 1,8
discharge pip

Top, 4-.nch ceasing 2.7

Top, 4-.ich oasitg .7

Top, 4.inch .7
coupling
.!---!!!! .......- -....

Top, castin .6

Top, 2-.nch casng .9

Top, 6-inch 3.0
coupliag
Top, cement vll 2.0
casing

Too. 1-inahneduce 1.5

A. 0. Jones

-- ..do...-- .

G. Johnson
.................

I

1-11654
6-22156
12-I-56

10-11-34

10-11-54

12-13-54

12-13-34

9-28-54
6-14-56

10- 6-54
6-14-56

11-23-56

4-12-56
11-26-56

6-22-56

9- 3-54

II I

40 8-25-94

90 10-11-54 X
100 11-11-54

100 10-11-34 M

160 0-11.-S4 N

280 11213-54 0

40 3-19-54 D

50 12-13-34 D

40 12-13-34 D

40 12-14-34 D

10 9-28-54 I

10- 8-54

20 4-14-55 T

30 4-12-56 D

2,500 -54 X

490 9- 3-54 D

'- -- -

I-

-I --- -

a isl i At vt U1 v o a__l_ lct eni,

______________ __ ______ i~i4~i~ i~ j] _______

906-058-8 )H. C. Farrell

0. V. Cooper

Town of Harbor Oaki

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

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

---do-------

-*do---------

J. W. Bonds

R. Archer

Tomoka Land Co.

906-112-1 Hudson Paper Co.

S. Wilson

Nets

-...do----------- 119361110 --- 2

8. Wilson

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

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

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

-**-do-**-----
----do----------

Dayton& Pump Co.

McDonald

1926 175

1925 121

906-058-2

905-058-3

906-058-4

906-058-5

906-058-6

906-058-7

-...- --I ... 4 Top, uasg

- L..J......J.......J....L

R. Sekin

8. Peiffer

D. aseinose

Hanson

M. Seits

9- 3-54

9- 7-54

9- 7-54

9- 8-54

-- I ....---I

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

Top, 2-inch tee

Top, 2-inch casing

Top, 2-inch casino

Top, 1-inch
discharge pipe

Top, 1-inch
discharge pipe

Top, 2-inch
redueer

Top, reducing tee

Top, 4-inch casing

Top, 2-innbh aoing

..... -.----

0.00 9- 7-34

.64 9- 6-54

.29 9- 7-54

.97 9- 8-54

.23 9- 8-54
-2.54 6-27-56

.15 9- 8-54
-.... ........

.64 9-29-54

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

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

2.96 9-29-54

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

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

-5.08 11-24-54
-8.43 6-14-56
-S.q9 11-23-56

.2.32 11-23-54
-.74 6-14-56
-3.09 11-23-56

9- 8-54

9- 7-54

9-29-54

9- 7-54

9-29-54

8-13-54

6- 2-54

11-24-54
11-29-54

11-23-54

906-058-9

906-058-1(

906-058-11

906-038-12

906-058-12

906-058-14

906-058-1:

906-101-1

906-111-1

906-111-2

906D-116- Bi T* Bennict

907-057.1 8. W, Lawrence

907-057-2 A EI, ltener

907-057-3 A. 0. Delvigne

907-057-4 J. T. Blum

907-058-1 L. Law

907-038-2 J. Jnowvckl

907-058-3 8. Killer

907-058-4 V. ,. Millett

907-058-5 A. D. Campbell

907-058-6 V. a. Smith

907-058-7 M. Hartan

907-059-1 Green

907-059-2

907-059-3

907-059-4

907-059-5

J. Gallaccl
..... do ........

B. Jurer

0. L. Hadley

I continued
ae nt H s urinkn Int,

ar 1 "tey I Id co L t e

' 9s s l"; h ?

9, T. Bennelt
Daytona Pump Co.

8. Willon

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

J. Miller

B. Wilson

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

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

W. Melton

1951120 ..

192114 18416

top, olaini

Top, 2-inch
coupling
Top, 2-inch elbov

Top, 2-inch calling

Top, IlbOVnlrInoh
discharge pipe

Top, 6-inhh
reducing elbow

Tn L-Loch

Top, 2-I~ch
coupling
................

Top, 2-inch
discharge pipe

Top, casing

Top, tde on casing

Top, 2-inch tee

Top, casing

Top, horizontal
valve flange

9. -53

1-26-55

1.31-55

5-11-35

2- 2-55

12-19-.4

2- 4-55

1-31-55

1-31-55
5- 6-55

3- 9-5!

9- 9-55

1.7 ----

..29 9- 9-54

9-13-54

9-13-54

11-15-54
6-27-56

10-12-54
6-27-56
12-10-56

10-13-54

10-13-54

11-15-54

520 1 9- 9-541 II

9-13-54

9-13-54

11-15-54

11-13-54

11-15-54

290 10-12-541 N

10-13-54

10-13-54

10-13-54

11-15-54

I

Ir .I I I I

abl1. rn inM Cea- M e u in r i .
C atar level Chloride content

6 i ji j

907-059-6 0. L. Hadley W. Melton 1928 18 --- 3 Top, horizontal 1.2 .--- 2.42 11-15-54 320 11-15-54 Ir
valve flange

907-100-1 ................ ----- ------ .... ... .. -------- ----.
907-100-2 L. A. Coleman .----.--.---- -..---... 190 -- 2 ---- -----.- -- -- -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. Baltlesr .---.------- 192 130 -- 12 .---.-----... ....-- --.. ... ....... -- 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

907-101-3 ., SBatlegar J. Miller 1952 126 111 2 -...........---- .. .... .... ..... --- 280 8-13-54 D
907-101-4 H, Duck ----do .------... 1953 139 --- 2 ----..-....-.. .... -. ... -- ...-------- 310 8-13-54 D
907-101-5 G. 5. Rowley S. Wilson 1944 110 102 2 .-----........... --... .... .... ....-- 10 11- 1-54 D
907-104-1 c. W. Fidler .----- -- --- 1925 172 --- 6 .....-- ....-- .. .... 27 .---..- .- --- 40 3-10-54 D
907-110-1 Tomoka Land Co. -------.-- --..... 1940 126 -- 2 Top, caaing 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 1- 4-55 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 Pump Co. 1949 130 118 2 ---------. --.-.. I .... .... -. ------- 350 1-25-55 Zr
908-057-2 C. Ragula --..do----------- 1951 135 104 2 top, casing .0 --- -12.75 10-29-51 390 1-27-55 It

Table I. .-ContInued .
Scs no lmiurinA lnLt

a -i I' a

Ii i. Ii T 1 l- a 0
1 -31.5i a,200 I 13i _

908-05784

908-058-2
908.-05-3
08-058-4
908-059-1'

M. Koerber
W. R. Crosby
7, loblrtcon
Sta1e Road Dept.
City of Part Orani

Daytona Pump Co. 1954 100 18 22
....-- .....- 1925140 ..- 2

90-039-2 I, Chrietanson
a08-059-3 W. L. Holme

908-059-4 New Hope Church

908-059-5
908-059-6
908-059-7
908-059-8

908-059-9
g08-059 -1(
908-059-11
DOs)mIPu

T. R. Garner
................

A. HMirko
C. A. Lindlay
P, 8, Doty

.... ............
Daytona Pmp Co.
L. Hall

I, Wilon

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

S. Wilson

I. L. Wllson
.o--do ........-

Top, rlainu

Top, reducer
Land surtscO
................

Top, cap on caln|g

Top, dlamng
Top, 1-tnchoup dq
on discharge pip
Top, 2I-inch
reducer oncoinL

Top, 2-Inch tee

Top, 2-inch tat

Top, 2-inch
r du or
Top, 2-inch
couplinh
oprd,.alnh

9-16-54
5-20-50

84.6-34
11- 1-13
6-.25-56
12-19-56
7-14-54
9-13-54
191913-54

1,220 1.31- 5 H

9-13-54

1-31.55

11. 2-13

1.98 9-13-54

.===.=..

10-12-54

10-12-54
6-26-56
11- 1-4
11- 1-54
11- 3-54

80 7-L4.* D
140 9-13-54 N

610 9-13-54 It

10-12-54
10-12534
10-12-54
10-12-34'

1- 1-54
11- 2.54
11- 3-54

I I I I .

I I i

L940 *** *** -

0,i 3

Cushmn

.-- 24

l afn Me isurMin t at

W ri hLO ll j l content

S, | i i_ h io _cl on n I
s g 1 _~~~I t ls^a

98-05-912 C. M, ones

908-*05-13 WVuley

H. 8. 101mal
I. SIisght
**-d.*-* -

*****--d--4-

.. dao.........
K. L. Gmn

130-100-5 IJ. hrnder

S. Wilson

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

...d*...........
....do...........
.ais.

................. 126 100 --- 2

L441u 121 .--

................. 119401169 --14

130-
110 --B

Top, conenrbt
water baitn

Top, l.tach
dischlara pipe

Top, 3/4.inch
reduced
Top, 2-inch
oouplian
Top, I-Laub elbow
Top, .-Lnch ibov.

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

Top, 2-tanh canin|

Top, couptin

Top, 4-.ach
rlduacr

Top, easin
.................

Top. 2-iask casing

Top, .inch
Top, 2-itmb eoo

0.5

2.5 --

1...

L.81 11- 3-54

11. 3.-4

11-1 3-54
II- 3-14
12. 3-54

10.13-54
6-26-46
11- 1-54

II- 2-54

11- 2-34

11-22-34
12- 8-54
64--366
12-17-53

130 1- 3-.5 I

11- 3-14

11-15-54
11- 3-14
12- 3-54
7-11-54
7.18-34
7-18-54
10-L-554

40 110-15-4

11- 1.-4
11- 1-54

11- 2-14

'0 11-22-54
60 12- 8-34

1.1' below land
surface

908-015-14
901-039-I1
908-019"U1

908.100-1

008-100-3

108-100-4

)08-100-4
108-100-7

108-100-8

108-100-1
)0-100-10

lu)

H. R. Willi 1
R. A. Bryan

I. McDonald
J. 3. NMoLod
V. MIetcal

D. McDonald
I. L. ornael

8. Wilson

H. NIat
3. Wllson

J. ....... ...
J. HELast
.............

11

NlbI I -- ______________________

908-100-13 H. Lee

08-100-14 L, Honaein

908-101-1 l, C. Horrell

908-101-2 J, W. rootrm

908-102-L Rolf's god Farm

908-104-1 Xircon Dairy

908-107-1 1. Hawlly

908-107-2 H. lnsella

908-107-3 State Forest Com.

908-108-1 Ridgi Forest
EItat s, Inc.

908-108-2 M. Nehrens

908-114-1 Hudson Paper Co.

908-117-1 W. t. Rucks

908-121-1 R. N. Hankel

908-121-2 C. A. bstiatler

909-058-1 J. A. Graham

909-058-2 L. P. SBherar

909-058-3 W. J, Beattie'

909*058-4 F. Mitchell

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

J. Hiller

8. Wilson

Daytona Pump Co.

0. Johnson

2. Havley

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

A. C. Jonle

Daytona Pump Co.

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

A C. Jones

A. C. Jonei

Dayton& Pump Co.
.---do---.......

h s... 1 ...1

LAJ1

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

................. 1920

ILn ----- urins poinl

Top, 4-inch LeC

Top, 2-Lnch casing

Top, 2-Lneh Caling

Top, reducer

Top, casing
................

S4.....h ............7

Top, 4 -inch oasin | ,7

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

1954 127 I-- 2 ................

121 ...

81 ---

118 ...

137 100

137 110

163 105

114 104
*** ...

Top, 2-inch casing .8

Top, casing .2

Top, 4-Inch caring .5

Top, 2-Inch oaslng 2.4

Top, 34-incohmoing ,3

I I II

IP

Chlort id nti t

12. 6854

1- 4-55

11- 2-54

3-10-34

1-22-34

1-21-54

2- 2-55

20 1- 3-55 D

30 12-21-54 D

I.

&

A q

I I I

I ~ I

I I

I

I

I

I~~~~~ ~ ~ ~ T"l 1. afa II I-

I P 1

~

- -

I

- I

-

.A

] 12- 8-54

L- 4-55

11- 1-54

11. 2-54

1-20.53

1-21-54
6-18-56

11-30-54

12-14-54

4-23-56

5-23-56

1-27-55
6-22-56
2-26-57

1-21-54

11-30-54

12-14-54

4-23-56

5-23-56

1-25-55

1-25-55

1-18-55

1-27-55

I I I I

I StL -.--Measuritna aine-
a a Ch Oh ri c intent

J: I
4 g -M 4 g Is I B i g

Sj& III

Daytons pump Co,

8. Wilson
....do-----.......

L. Hll

8. WVillon

509-058-5

909-059-2

909-059-4

909-059-5

909-059-5

909-059-7

909-059-7
909-059-9

909-059-10

909-059-11

909-039-12

909-100-1

909-100-2

909-100-3

909-100-4

909-100-5

E. Coole
-....do.........

W. H. Robinson

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

R. M. Brown

R. J. Anderson

Mueuns of Speed

8. Flreeian

T. Weblter

Palm Orange Grove
Co.
...--do--......-

M. L. McDonald

J. S. Carrow
.....do..-----.

2 'J.......A......L...L

R. E. DeRc e

Seal oo

Sea 2oo

Daytona Pump Co. 195) 100 65 2
---. ......*- 1930 194 131 6

Top, 2-Inch casign

Top, 2-inch tea

Top, reducer on
casing

Top, ceaing

Top, 4-inch tee on
casein

Top, 2-inch
reducer

Top, 2-inch casing

Top, 6-Lnch valve

Top, caring

Top teeo

Land surface

............o.-..

8. Wilson

Walker
-..-do--- .....-....

2- 2-55

5-18-34

5-18-54

7-16-54

7-18-54

7-19-54

7-19-54

7-16-54

7-18-34

7-19-54

9- 3-54

2- 2-55

5-25-54

5-25-54

7-18-54

7-19-54
6-20-56

9- 3-54
6-26-56
12-14-56

2- 3-55

7-2-54

11-29-54

90 2- 3-55 D

210 7-19-54 1i

7-19-54

11-22-54

11-29-54

11-29-54

.2 ----....

Tabli I .--Continued -

jA, jlll -IMamurin.-otLnC

I, R. Pracner

w Jones

L. W, Simanl

,. A. Ivani

L. Jones

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

I, Outkin

P. MeCovern

U.S. Gool. Survey

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

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

--.. do -----

U. 8. Geol. Survey

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

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

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

0. D. Bevareon

Tomoks Land Co.

909-100-6

909-100-7

909-102-1

909-102-2

909-102-3

909-102-4

909-105-1

909-105-2

909-106-1

909-106-2

909-106-3

909-106-4

909-106-5

909-106-6

909-106-7

909-106-B

909-107-1

909-109-1

1947 84 I--- 1

Top, comment basin I 0.5

Top, union
........-........

Land lurtdac

Top, L4.inkh
reducer
Top, coupling

Top, casi g

Top, casing

To.up'2ninC
Top,6iing
Top, 2-inch
coupling
Top, 2-6lch
coupling

coupling
Top, 2-inch
coupling
Top, 2-Lndh casing

Top, casing

--do-*--------......
cr-------""""

Bas, pitcher
pump

n .a

11-29-54
6-05-56

2-21-45

-52

8- 6-54
6- 6-14

1-26-54
6-21-56
12- 6-56

12-20-54
6-14-56
11-26-56
---...- i

----*.-- i

11-26-56

I conan

60 111-29-54 S

2- 7-55

8- 6-54

8- 6-54

1-2"-54

1-21-54

1-20-55.

I. Millte 195!

Metl 1941

Dayton hump Co. 1935

............... *.o..

W, Miltlon .

L. Hall 1946

Layne-Atlantic Co. 1953

J. Miller 1955

.--.do--- 1955

Layna-Atlantic Co. 1955

J. Miller 1953

---.do----- .- 195

U. 8. GCol. Survey 1955

.---do---....... 1955

............ 1950

L. Hall 1940

Chlorid

I I I Ilr --1 I I -. .

I I I I I I I I I
| j | |

' '

T^' 1.--onninmi -------------- --e-----------d-----______________
Cs esJa I Mlurin aoCnt
S acer laval Chloride content

s 1 I l I I N s I 1 a

909-117-1

909-122-1

909-122-2

909-122-3

909-122-4

909-113-1

909-123-2

909-130-1

909-130-2

910-058-1

910-038-2

910-059-1

910-059-2

910-059-3

910-100-1

910-100-2

910-100-3

910-100-4

910-100-5

H. 8, Clifton

B. C, Courlon

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

W. H. HMBride

L. E. Fugle

B. C. Courson

C. B. Green

E. DIvil

R. Driagers

0. A. HIsrinn

Wind Blow Cocctase
Motel

J. Challk

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

S. M. Plets

J. T. Tucker

Holiday Interprieas
Inc.

B, B. Foster

Peter Pan Drive-In

E. W. Russell

Whitcomb

A. C. Jonee

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

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

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

---da-- ......

....*.....----...

A. C. Jones
....-o ..........
--.... do ......---------

J. Miller

Daytona Punp Co.

S. Wilson

Daytona Pump Co.

J. Hiller

Top, valve

Top, tee on casing

Top, valve

Bottoa, discharge
pipe

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

Top, 2-inch valve

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

Tap, 2-inch claing

Top, 3-inch casing

Top, 2-inch elbow

Top, cement dis-
charge pipe

Top, 3/4-inch
elbow

0,58

.92

4.80

.12

9.2

-5.60

-11.73

3.11

*-I-
.26
-1.20

2.76

4-16-56

4-23-56

11- 6-53

4-16-36

2-20-56

10-29-54

1-27-56

12-13-35

7-28-54
12-14-56

12-13-55

4-10-56

4-16-36

4-16-56

4-23-56

4-23-56

Ll- 6-53

4-16-56

1-16-56

2-20-56

1-27-55

1-23-56

10-29-54

1-26-56

12-13-55

6- 3-54

7-28-34

7-28-54

12-13-55

12-13-55

--1 __________ 4 J~...L.....L..j L L I

20

20

410

1,550

1,900

1,830

60

50

750

100

60

100

I I I I

I

I

Table I -Continueed_ _

S t* lvel Chlo di Cnten

110.100.6 0, Sparkmnn

110.101-1 Palo Grove Co.

S. Troup

T. Pries

J. J. VilLsial

City of Daytona
Beach

I. C. COrhner

D. L. Ward

J, Williamson

U. 8. Gaol. urvey

Tomoks Land Co.

A. McKay

0, I. Ormand

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

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

--. -To- ---

I. Tooke

1924 .. I... -2

................. .... 1* ..- 1 14

J. miller

2..............a
L. Hall

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

1. a. Snainelnw
L. Wilson

A. C. Jones

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

O. Johnson

Top, reducer on
Topin

Top, valve

Top, caliag

Top, 6-inch

Top, pitcher pump

Top, caling

Top, tle on casing

Top, lcaino

Top, elbow on
Coming

Top, reducer on
casing
................

910-101-2

90-101-3

010-103-1

910-103-2

910-103-3

910-104-1

910-104-2

910-105-1

910-109-1

910-124-1

910-125-1

910-131-1

910-131-2

910-131-3

910-131-4

911-059-1

I 1 ----I- I I 1.701 ~AI l Z n]-d~r

2,26 12-13-53

7.1-S4
1.20-56

2-14-56

1-16-56

1-16-56

1-16-56

2.431 1-16-56

12-13-55 N

7-19-54 Is

1- 5-54

8- 5-34

1.20-.54

1-29-54

1.28.-54

1-27-54

2-16-54

11-30-34

4-16-56

1-16-56

1-16-56

1-16-56

1-16-561 N

2.0 **

2.8' below land
surface

I~ ~ I_ I..I....I----1 ,31 21 56Ir

1 1 1 1

911-059-2

911-059-3

911-100-1

911-100-2

911-100-3

911-101-1

911-101-2

911-101-3

911-102-1

911-102-2

911-102-3

911-103-1

911-103-2

911-103-3

911-103-4

911-103-5

911-104-1

Daytona Pump Co,

Daytona Pump Co.

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

3. Miller

Daytona Pump Co.

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

L. Hall

a. Stump

B, L. Blackburn

L, Abdo

P, 0. Winston

J. H. smith.

Z. Cost

G. L. Hution

R, S. MHahis

Belleview Memorial
Park

Lakeview Cemetery
Aasoc.

City of Daytona
Beach

H. Weisa

City of Daytona
Beach

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

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

--.-do------

Bell Motel

ayne-Atlantic Co. 1955 170 104 8

Daytona Pump C,. 1950- ... 2

Libby & Freeman Co.1956 205 110 10

Central Florida
Drilling Co.

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

....d...........

0. Johnson

1956 228 108 10

L956 225 113 10

1956 280 135 10

1953 120 ... 2

Top, casing

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

Top, aee on casing

Top, measuring
pipe

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

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

7-17-51

5-18-54
1-20-56
12-12-36

2-14-56

3-10-55

3-10-55

3-10-55

5-18-54

5-18-54

3-10-53

2- 1-54

2- 5-541 II

.... .... ..... ---...... .... ........ p

S.... .... ... ........ 40 2- 2-54 P

.6 28.44 -20.65 8- 6-56 .---.. -- .--. P

1921-... --. 3

' '

Tbl 1 C ti d

Sw tar level Chloride content

g I g 1 1 1 I j Si i i I

1 4.s n Himuring nin
S.- i la I a tl IChil 2 content

[ V olupiai 3 1 i C o u nt

Volusia County
Kennil Club

92 Horal

U. 8, OGeol0 urvly

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

City of Daytona
Beach

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

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

911-114-1 Hudon Paper Co.

Saylor'l Grove

X. C. Newman

State Road Dept.

Beroo Corp,

F, J, Stupka

Fla. Power & Light
Co.

*---do----**

---do-----

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

L. Hall

0. JohnNon

Layne-Atlanti Co.

U. 8. Gcol. Survey

Libby & freanln Cc

..o..do........-..

Central Florida
Drilling Co.

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

A. C. Jones

Duval Inginelrs

Daytonl Pump Co.
................

1948 180 L0O 6 ................

1956 210 110 10

1956 217 105 12

Topb 6-nch

Top, coupling

Top, mllsurlni
pip*
..do............

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

1930 97 -- 3 Top, caingl

Top, cling

Top, 2-tlnh casing

.-....-..-... 11930 212 ) 6 -.....------..

911-104-2

911-104.3

911-104-4

911-104-5

911-104-6

911-104-7

911-104-8

2- 1.54

2- 2-54

H-9-**

11-29-54

5-23-56

3-20-56

11-19-53

11-10-34

.o.....

911-125-1

911-133-1

912-100-1

912-101.1

912-101-2

912-101-3

912-101-4

912-101-5

912-101-6

11-29-54
12- 4-56

---- I

10-25-52

9-10-54
11-1854
6-19-56
""""

.1im...e........
e.i........ii...i..

............i.....

'

--

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

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

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

Table 1. -Coentinu-e- nr_ sa---

C_ I Iii s7"I AI 1t'
71* lee 0 i t!U32 2t

912-101-7

P12-101-0

D12-101-9

P12-101-10

912-101-I1

I12-101-13

P12-101-14

012-101-LS

112-101-11

112-101-17

912-101-18

912-102-1

912-102-2

912-102-3

912-102-4

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

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

................ 1930

---................ 1930

................. 1930

................. 1930

................. 1930
................. 1930

................. 1930

-------................. 1930

Daytona Pump Co. 11954

FLa. Porer & Lshe
Co.

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

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

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

-do-----
-do-

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

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

...... Cu...

J. sIllkai

City of Daytona
asesh
---do-***-

-...do......

1137 237

1937 198

1937 187

1937 186

I L..L...J......J....I.

Top, l-inch ogeln

Top, elbow on di*-
.ch-v$ pipe

'iop, 4-inch cap on
casing

Top, 6-Loch a4lnl

Top, 6-lnch on oan
cuinl
--do.---.-----.

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

2- 2-54

1-20-14

2.201 12-15-53

2-28-54

9.091-- ... I. ---

1- 2-34

2- 2-34
2- 2-54

3-10-55

1-20-14

150 12-18-53 1

7-11-37
7-27-37
8- 2-37

-39
2-2S-54

-39

2-28-54

2-28-14

....do ....-----. 191 133 82 3

................. 1905 190 4 4

................. .... 200 86 4

'

.6 1.2

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

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

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

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

1.

-w-n T-

12-102-5 City of l7ayto
kwch

12-1017 --.....do .---....

12-102-7 ..... -d-.......

912-102-9 .....do.........

91102-102- .....do........

912-102-10 ......ido........

912-102-11 .....do--.......

912-102-13 ......do.......

912-102-13 ..... do-.........

912-10-101 ------do.-----..

912-102-11 ......do.--....

912-102-1? ------do.-.---
912-102-1 do.--

N. I. Veu(han
-..-d...----...

...o...-.....- .
.........d......-

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

M. R. Vaughan

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

....ddo..*.*......

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

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

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

i I

168 87

I

LoIl,

ii

Top, 6-lach se on

.-de --.........
-
...- -...........

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

S'.do...... ....

Top, 6--Ich tran-
site pipe

Top i lia h cm.
panion flaae

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

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

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

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

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

.... 8.6 2.8 2-28-s4 120
160

.. 9,28 2.4 2-2l-4 100
150

.... 9.33 2.4 2-28-54 90
100
J.- 9.17 2.4 2-28-54 100
80

7.0 13.05 ........... --.....

... 4.07 1. 2-25-54 150

.... 5.14 2.8 2-25-54 80
90
-. 5.02 1.4 2-25-54 60
90
.... 4.77 2.5 2-25-54 60
90,
.... 4.62 2.7 2-25-54 100
130
-... 4.92 2.6 2-12654 120
-4.711 -1-56i 190
... 4.88 2.4 12-l54 140
-5.29 6-18-56 190

*- 5.12 3.4 2-26-54 150
190

ami es I Massusts: it I 1 I I

I I .

-39
2-21-54

-39

2-28-54
-54

2-2-334

-39
2-28-54

2-25-54

*-0

-SM
2-25-54
-50
2-25-34
-50
2-25-34

-50
2-25-54

-50
2-26-54

-30
2-26-34
*SO ~

3.4' below lend
surfeal

1.8, below lad
lurfase

2.1' below land
lurfcu

2.4' below lend
surface

3.5' below land
surface

2.6' below lnd
vurfne

3.2' below lend
surface

1.4' below leud
surface

2.9' below land
surface

2.5' below laud
aurftce

1.5' below lInd
surfact

2.2' below land
slurfae

2.6' below land
surfac

I

I

.. I I I

12-102-19

P12-102-20

P12-102-21

112-102-22

112-102-23

P12.102-24

P12-102-25

P12-102-26

P12-102-27

112-102-21

P12-102-2

P12-102-30

112-102-31

12-102-32

City of Dayfoeu

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

---.do------

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

---del-- -----

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

..... do ......
*--*do**1----

I. T. Harris

D. Finkell

S. A. Deoram

M. I. Vaugha

--do--- ---

L. Aill

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

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

---do*------.
----4----

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

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

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

W. T. Harrti

Daytona lump Co.

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

12-102-33 ---do -- ......... .........

912-102- 0. Yarbroulh ..............

-~ ~

lop, 6-lnch co-
pinion Ilaqt

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

Top, concrete
pump base

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

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

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

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

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

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

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

Top, aosing

top, 2-lnch cealn

0.' blow land

0.5' below land
surltue

.116-34
6-18-16

2-26-14

6-14-5
1.-13-56
I ------

-10
2-26-54

2-26-54

3-31-54

3-31-84

3.31-4

2-28-54
3-31-iA

2.28-54
3-31-34

1.31-54

3-31-14

2-218.4
3.11-4

2.28-54

6- 2-4

- 2-54

21-1-54

2-18-54 5

7-13-54 II

---

"'IT ; fill ni iiiM-BC a nn s n ot ,tfiv h!lrid. conItEI n

iA r co n i s t

Table .- Contn iin

i I I I In

-I 4
Oily of Deytone

12-102-3

912-102,36

12-102-37

912-103-1

912-103-2

912-126-1

912-126-2

912-126-3

912-127-1

912-127-2

912-127-3

912-131-1

912-131-2

912-132-1

913-100-1

913-100-2 H. J. Green

913-100-3 ----do---------

Layn-Atrlintle Co.

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

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

Daytona pump Co.

A. C. Jonee

S. Willon

A. Jones

D. B. McDonald

A. C, Jones

H. L, Deason

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

S. C. Neuman

Daytona Pump Co.

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

1955 200 11018

City of Daytona
Beach

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

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

L. W. Tomlln

C. X. Bwindle

It. J. Turner

J. C. MHyfLild

G. Lukokli

H. J. Turner

W. N. Spindler

F. White

H. A. ESmll

North

E. C. Namwan

H. J. Green

Toooaipo

Top, cmeAnt pump
base

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

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

Top, easing

Top, concrete
pump aoop

Land surface

Top, 2-inch seeing

Top, 2-inch casing

Top, 3-inch casing

Top, 3-inchaoupling
on aeeing

Top, 2-inch easing

Top, 4-inch caaing

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

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

~1

ater level

Li I
Jl a

Chlorlds conrtnt

_... 40 1 T .-- -I-. -.... _

7-27-53

7-11-54
6-20-56
12-12-56

5-23-56

5-24-56

3-20-56

3-20-56

-4.52 3-20-56

-8.48 10- 6-54

..... ........
40 5-24-54

10 5-23-56

10 5-24-56

10 5-23-56

10 5-24-56

10 5-24-56

7,100 3-20-56

330 3-20-56

170 3-20-56

150 10- 4-54
180 10- 4-54
330 10- 5-54
270 10- 6-54

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

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

I I

1954 18 1B 2

1954 175 95 4

L951 152 108 3

L951 177 104 4

'e

I I

I I I I I

I

r~ ~ r

1 1 '

Table 1. --Continud

J" anU n M assurine noint
ta a SC0hlodg conBent

____ rI H .f*IjfiflijtiI i ni| ___

___L_ [ll lll!i_ JIiL8~_L_J__

Daytona Pump Co.
.----do------ ----
L. Rall

Daytona Tump Co.

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

W., Kalton
.... ......do ..

0. Johnson
----do -----------

Libby & Freeman Co.

U. 8. Curps of
ngilnelle
S. Willon

913-100-4
913-100-5
913-101-1
913-101-2

913-101-3
913-101-4
913-101-5

013-102-1
113-102-2

Top, ioncbh asiinl
Top, 4O-nch casino
Top, 6-inch cuasi
Top, 3-inch easing

Top, 6-inch easing

A; Iiner
Sunshine Molel
Deab Jabaly's Sons
R. Clancey

St. Paul's Chutch
State Road Dlpt.
City of Dytona
Beach
. trial
....do.-.......

19 .... j .. ..........- ...... .

196 133 101 4 Top, 4-inch easing .0 -....

.... 240
1952 154
1948 158

.... 146

1946 117

-- Is

Top, asi ng

Top, casing

- ~ ~ ~ ~ ~ ~ ~ ~ _________ L _________ _______

.-- 1.9

S -56-34
S1-19-7
2- 4-54
12-10-54
6-19-56

2-17-M4
6-19-56

2-18-56

12- 6-56

1-18-55
6-14-56
12r 6-56
4-12-56
12- 6-56

2- 5-54
12-10-54

3- 8-55

140 2-17-54 Io
90 2-17-54 8

3- 5-54

1-18-56

1-18-36
3- 5-34
3- 5-54
1-18-55

20 4-12-96 I

3.0' belov land
surface

4- 9-56 D

.... 100 ... 3

...120 6

Top, 6-inch csing 12.0 11

-4

913-102-3 J. R.(Wadhlio 0o. 0. Johnson
913-103-1 Culllgan Watr Co. Daytona Pump Co,

913-103-2
913-103-3
913-115-1

913-118-1

913-119-1

J. R; Wadkine
.....do-- .... ....

Adams Drilling Co.

U. 8. Corps of
Znginersl
a. Clifton

Table 1, .Coningui e- g aiai

1 l__ S L d c intent

0. J. Cup

Cliy of Daytona
Beach

-*.-de---o .

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

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

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

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

H. I. Deaver

Sahara Motel

City of Holly Hil1

---do-------

---do-. --.

J. S. Probat

H. L. Morgan

City of Holly Bill

T. Travis

1. Nielsen

A. JOMin

W. IKlton

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

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

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

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

Dayton Pump Co.

----do-----

L. Hall

*- ,273

1929 -*

9131-127-1

914-101-1

914-101-2

914-101-3

914-101-4

914-101-5

914-101-6

914-101-7

914-101-8

914-101-9

914-102-1

914-102-2

914-102-3

914-102-4

914-102-5

914-102-6

914-102-7

914-102-8

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

Central Florida
Drilling Co.
..... ..... ....

-- 129 --- 1k

Top, 3-inch casino

Top, calinl
........-..*....

Top, 2-inch casin

Top, 8-inch casino

Top, lk-inchcasiag

19251125 -.- 2 I .---------.. .- ---

0.0 71
*** ..

12-28-49

7-11-52
"*---

m-r----

I-------

3-30-54

6-19-56

.... ....... o.-2. -
.... ... 150 3. ... .

3- 2-54

3- 2-54

3- 2-54

3- 2-54

3- 2-54

3- 2-54

2- 7-55

11-16-54
9- -50
4- -50

11-16-54
4- -50

11-16-54

3- 8-55

3- 8-55

9-27-55

-1.8 3-13-56 -- .---... I

-- .-..- 80 3-13-56 Is

--....-do------- 119421225 -- 16

Table 1.-C-n nued________

i W a H leve Chlorid content

Si 1 inij

______ ___ H 3, I _i _____ __E___g

14-102-9 A. Jennings

)14-103-1 J. E. Madden

-....- ....... 1945 107 -- 2

L. Hall 194B 165 --- 3

G. Johnson

Daytona Pump Co.

A. Jones

SD. McDonald

Daytona Pump Co.

.--. d --io.l .

8. Wilson

-------'-.**

Top, 3-inch casing 0.0 8

Top, 6-inch caring

Top, casing

Top, dischar g
pipe

Top, 2-inch casing
.................

Top, 2-inch tes

Land surface'

Top, casing

Top, casing

Top, teo on casing

Top, casino

Top, 2-oach teo

Top, ual n

2-17-54
6-19-56
F 12- 6-56

3- 4-54.

S3- 4-54

S3- 4-54

7-11-52

3-15-56

6- 8-56

7- 3-51

2- 7-55

11- 3-53
6-14-36
6-25-56

'12-16-53

12-16-53

80 3-13-56 N

90 2-17-54 It

3- 4-54

3- 4-54

3- 4-54

3- 5-54

3- 8-54

3-15-54

6- 8-56

2- 7-55

2- 7-55

11- 3-53

3- 8-34

3- 8-54

12- 9-54

12-16-53

12-16-53

914-103-2

914-103-3

914-10-4

914-104-1

914-104-2

914-107-1

914-126-1

914-127-1

915-101-1

915-101-2

915-103-1

915-106-1

915-106-2

915-106-3

915-107-1

915-107-2

G. Showell

S. B. Trew

Bishop's Dairy Co

Bratcher

E. C. Fulke

V. Rush

D. 0. Hanson

3. Sead

R. flaicker

H. L. Joynt
Riviera Hotel

B. Fairclouth

X. 0. McNeil

J. H. Adams

S. 0. Drake
.--.do*-....-.

0.3' below land
surface

/
0,3e belcxw lind J
nutace i

I

--

Able I, ** ?ntin-

C na -a s 1 ur_ n _oo t
S Water level Chlorlds content

44 Ii S 3 a a1

H. S. Worthington

R, H. Hull

R. Cherry

H. C. Cone

Union Paper Bag Co.

--do.---

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

Illinor

City of Ormond
Beach

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

JJeylo lds
----do--------

J. J. Zeynolde

916-104-1 L, L. North

................. 1900 187 90 4

915-101-3

915-107-4

915-109-1

915-111-1

915-132-1

915-132-2

915-132-3

916-102-1

916-103-1

916-103-2

916-103-3

916-103-4

916-103-5

J, Miller

. Johnson

A. C. Jones

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

Daytona Pump Co.

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

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

----------------
Daytona Pump Co.

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

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

R. Davisl

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

Top, elbou on
aosinn

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

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

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

Top, casin

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

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

Top, elbow on
casing

Top, 3-inchomuplng

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

Top, to. on c.. n.
Top, tee an casing

- __________________ L J..-..L.....j....J.....L _________________

12.0 12.

2 3.12
.40
1.78

.... 5.06

B 1.81
-1.14
1.28

S11-22-54
S6-14-6

5-14-54

3- 9-56

3- 9-56

1-10-55

1-10-33
6-13-56
11-28-56

1-10-55

12-21-54
6-13-56
11-28-56

60 11-22-54 D

3-14-56 D

12-16-53 D

11-22-54 D

3- 9-56 I

3- 9-56 Is

-.. .... N

6- 1-54 Ii

11-16-54 p

11-16-4 P

11-16-54 P

11-16-54 P

1-10-55 Ir

1-10-55 Ir

1-10-55

12- 9-54

12-21-54

3.0' below land
surface

I I I

7313

19531125

916-104-2

916-105-1

916-105-2

kesley

a. Davia

1. 0. MaHNlll

I I

i I

I

I

.abl. 1. -fhnt.nue_ l
S&Cnn oHeasuring ocint
after level Chloride content

a *u 5 S a s

s 1%a' 's BB
I. g, s II

F. Rivell

0. Hull

-------------

Union Paper Bag Co

U. S. Navy

Casement Corp.

A, Williams

C. L. Wegeforth

317-103-2 IM. N. Carroll

R. Davis

---------------

Shiles

------*---------

---------------

Layne-Atlantic Co.

G. Johnson

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

----------------

Daytona Pump Co.

H. Hydar

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

---------------

1930 121

-- 108

1952 120

1951 104

---- 200

-- 200
.... 200

1935 180

--. 136

Top, casing

Top, tee on
casing

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

Top, casing

Top, casing
-----------------

9212 2 Top, casing

Top, 3-inch
coupling
---- -----------

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

----------------

Top, elbow on
casing

Top, 4-inch casing
Top, 4-inch casing

- J~~ 14 11 _

1.1 3

3.0 17.9

916-106-1

916-106-2

916-112-1

916-.28-1

916-130-1

916-132-1

917-102-1

917-102-2

917-103-1

6.0 8-i -0
6.5 a. 8-50

12- 9-54

12-21-54

11-22-54

3-18-56

3-18-56

4-13-52

12-13-53

12-21-34

11-22-54

3-19-56

3-18-56

.. ....

12-21-53
6-12-56
12- 4-56

11-20-53
6-13-56
11-27-56

1-10-55

12- 9-......
12- 9-54

1-10-55

1-10-55

12- 9-54

12- 9-54

3-15-56

5-22-56

6- 7-56

150 111-20-53 N

917-103-3

917-103-4

917-103-5

917-104-1

917-104-2

917-106-1

917-128-1

917-128-2

----*-----*-----

C. J. Brown

State Road Dept.

J. B. Sterthaus

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

M. Haven

II. Coavrt

W. Fairelough

I i C ne sMe urine o nt

.i II l3 I
8 a A 4 1 B ________!_S' a

L98O102.1

918-102-2

918-103-1

918-103-2

918-103-3

918-103-4

918-103-5

918-103-6

918-103-7

918-105-1

918-105-2

918-105-3

918-103-4

918-105-5

918-105-6

918-106-1

918-106-2

918-106-3

Kulser

Ellinor Villlag
Golt Course

H. J. Dowd

C. W. Thacker

D. Norton

rt, P. Mloy

U. H. Beatty

H. J. sheriff

C. F. Ludwig

A. T. Merrill

C. W. Flint

G. anetis

A. T Merrill

P. Drumrnond

X. Anderson

A. Oetinger

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

J. Slovak

Top, tee on ceaing 0.5 *.. *8.0 9- 5-53

......-........... ... .... ...* i.......

J. Miller

Daytona Pump Co.

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

--*do*-------
----do---------

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

Hale

0. Johnson

J. Miller

G. Johnson

-----------------

Daytona Pump Co.

.......... John...on..
. Johnson

-~ __________________ I ~ _________________ j.

160 11-19-53 II

180 11-24-53 Ii

11-20-53

11-20-53

11-23-53

12-14-53

12-14-53

12-15-53

12-21-53

12-10-53

12-10-53

12-10-53

12-11-53

12-11-53

12-11-53

12- 2-53

12- 7-53

12- 7-53

1953 168 94 4

1951 192 95 6

Top, valve

Top, tee on elilng
...... .*.........

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

Top, casing
.................

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

Top, 2-inch stcnd
pipe
Top, discharge
pipe

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

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

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

11-20-53

12-14-53
6-13-56
11-28-56

12-10-53
6-12-56
11-21-56

12-11-53

12-11-53

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

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

wl m :nl.... ... ...
.... .... ....

I

1 1

h 1. C ninued
S Cassng ,,Meaur:t points
L teLrevel I Chlori content

_I___ I m ?_ II |l ? _
^ j u h u f u f d u faa^^ u a e u-
s. B g s *s r5 *g~ g* 'g8 "*a sc.
'd c*^ & O B g *rg j iB a^^o w hH J~ fi a gs ae s-a aa ;3

9LB-127-1

918-128-1

918-L29-1

918-132-1

qL9-103-L

919-103-2

919-103-3

919-103-4

919-103-5

919-103-6

919-103-7

919-103-8

919-103-9

919-103-1

919-103-11

919-103-12

919-103-13

919-103-14

919-103-15

E, D. Peterson

----------------

U. S. Corps of
Engineers

R. H. Bruce

Pan-Ormond Lab

G. Vix

H. Swanston

0. W. Fouler

J. W, Morecon

G. Lasher

L. A. Richards

H. Cahan

W. C. Peary

R. K. Silvey

F. Whittenberg

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

G. Nielson

B. VandeCarr

E. Hamilton

U. S. Corps of
Engineers

G. Johnson

L. Hall

S. Wllson

Daytona Pump Co.

C. Johnson

Daytona Pump Co.

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

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

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

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

G. Johnson

C. Lut-
.................

C. S. Lutz

0.8' below land
surface

0.8' below land
surface

SL..L I .. AI I I I I I I

Top, 2-inch casing

Top, casing

Top, cement well
liner
Top, casing

Top, tee on casing

Top, casing

----------------

.................
----------------
------------*----

Top, casing

-----------------

-------------*--*

5-28-56

2-27-56

6- 5-56

2-27-56.

11-19-53

--------
1-1:-54

12- 4-54

2-27-56

2-27-56

11-16-53

11-19-53

12- 2-54

11-18-53

12- 2-54

12- 1-54

12- 1-54

12- 1-54

12- 4-54

12- 4-54

12- 4-54

12- 4-54

12- 4-54

12- 4-54

12- 4-54

I; u

19-104-1 0, R, Broun

919-104-2 A. R, Van Lennop
919-104-3 Florida Forest
Service
919-105-1 American Develop-
ment Co.

919-105-2 ---do---.----
919-105-3 .--.do.........

It
A 919-106-1 Jacksonville Vane:n
Co.
919-106-2 American Develop-
ment Co.
919-106-3 World Color, Inc.
919-107-1 American Develop-
moet Co.
919-107-2 ----do------
919-125-1 R. Nolan

920-104-1 W. Penton

920-104-2 Florida Porest
Service
L

W. MHelon

U, 8, Cool, Surve

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

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

Daytona pump Co.

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

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

U. S. Corps of
Engineers

U. S. Cool. Survey

P i |

1934 172 17 3 Top, casing

.**. 136 --- 3 Top, tes on casing
y 1957 93 0 34 Land surface

.... 2 Top, 2I.nch
coupling

.. 126 --- 2 Top, casing
..*- 122 ... 2 Top, reducer on
casing
1953 160 105 3 3 -----........

-' 180 .- Bottom, 2-inch tee

1957 190 106 6 Top, casing
1954 154 105 2 --do--------....

1954 154 103 2 --do----------
1935 138 --- 6 Top, 6-inch casing

1948 116 88 2 Top, stand pipe

1957 93 0 3a ----.... ...

4.2 9

I r--

I-' i-
q, __ __

_ g 8 P -
M S *Z

4, 7
1.1
2,3
3.20

6.12
4.49
6.62
1.95
1.6

-1.1

-11.00
-11.71

-17.20

-2,20
-4.97
-4.03

or Luyv4 O lUla td coitun

S12-21-53 260 12- 4-53
9 6-13-56
9 11-28-56
12-23-33 330 12-23-53

8-26-54 290 8-26-54
6-12-56
11-21-56
3- 8-56 180 3- 8-56
3- 8-56 ... ......

........ 60 12- 7-53

3- 7-56 **..... ------

8-29-57 160 8-29-57
11-17-54 80 11-17-54

11-17-57 120 11-17-54 8
........ ---- --------

11-17-53 1,620 11-17-53 N
6-13-56
12- 4-56
.... ... T

D

D

In

T

N

N
N

In

N

In

B

TabI 1.b L-AnvO Lnu_ I _nt
Ca -----j N iEU t ) .Water" level Ch lot caontnt

I .. .

-8 a s ti s y

20-103-1

920-105-2

920-105-3

920-105-4

920-103-5

920-105-6

920-105-7

920-105-8

920-105-9

920-105-10

920-105-11

920-105-12

920-105-13

920-106-1

920-106-2

920-106-3

920-106-4

920-107-1

920-108-1

920-108-2

Florida Torest
Service

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

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

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

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

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

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

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

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

Amlrican Develop-
ment Co.

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

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

****do*---------

K. N. Tolbeor

8. McMillan

S. Clark

.." 136

Top, tee on lasting **i .. I --.... -. 1,320 12-14-531 P

Daytona Pump Co.

U, S. Geol. Survey

---- dodo******- -

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

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

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

.... doo------.-

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

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

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

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

G. Johnson

Daytona Pump Co.

9-20-54

3- 7-56

3- 7-56
........

12-14-53

9-20-54

i---......

11- 3-53

3- 7-56

3- 7-56

3- 8-56

12- 7-53

12- 2-53

12- 2-53

0.1' below land
surface

Top, 2-ianh beo

Land surface

Land surface

Land surface

Land surface

Land surface

Land surface

Land surface

Land surface

Land surface

Land surface

Top, discharge
pipe

Top, casing

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

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

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

- I I I I I I _I I

'I

T01b4 1, Contlnm ed

S0a ? I o nIal3 h is 0orin

38 6 8 ) I P g t n a ^ .

Top, elaing

Top, casing

Top, casing

Top, 4-inch casing

Top, 4-inch
coupling

Top, casing

920-132-1 .............

921-104-1 F. B. Iordmun

.... 106 --- 2 Top, cal in

1923 11 --- 36 Top, vall of

921-104-2

21-104-3

921-105-1

921-105-2

921-108-1

921-129-1

922-104-1

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

i. X. tleso

Florida Forest
service

.. .. don ...

H. S. Jones

923-107-1 W. n. Wahliead

923-107-2 .....do........

923-108-1 --do--------

924-106-1 J, D. Wadkins

924-106-2 E. M. Snead

924-106-3 0. C. Within

924-108-1 VW. Weks

L, Rall

.to.. P. p Co...

Daytona Pump Co.

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

----*------------

0.6 1 --

1.1 10

1930 40 --- 3 ----------.............

1930 100 --- 4 Top, elbow

-- 25 25 1 ................

*--* 82 --- 2 Top, coupling

Daytona uop Co.

86 1---12

Top, discharge
pipe

Top, discharge
valve

- L........A....1......L.....----- I

3-18-56

11-16-53
6-13-56
12- 4-56

11-16-53

11-17-53

5-31-54
6-12-56

9-20-54

1- 5-55
11-20-56

11-18-53
6-13-56
12- 4-56

12-10-53
6-12-36
11-20-56

11-11-53
6-12-56
11-20-56

12-22-53

11-11-53
6-12-56
11-20-56

.8 19

.4 27

.9 5

2.8 8

.7 6

1.1 ...

.7 8

5,23
.95
2.4f

60 3-18-56 N
90 11-16*53 Ir

11-L6-53
11-7-53

5-31-54

9-17-54

1- 5-35

6- 5-356

11-18-53

140 12-10-53 D

230 12-10-53 5

40 12-10-53 D

1,280 1-11-33 D

1,370 12-22-53

630 11-11-53

130 11-11-S3

, s

TABLE 1.--Continued

Well Ho. 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 Haytown, 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 Osteen, 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 Hwy. 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. I 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.

TABL 1. --Continued

Welt o._ Location

850-106-1 3.31 miles east along State HWy. 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 nlem 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. wBy. 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. IHy. 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.

TABE 1.--Continued

Well No. Location
850-118-19 0.66 mile north along U. S. HBy. 92 from a bridge across the St. John's River,
well is in the rear of owner's house went of U. S. Huy. 92.

850-118-20 0.46 mile north along U. S. HBy. 92 from a bridge across the St. John's River, 60
feet wet of west 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 west 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 weat 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 secondary road from U. S. Hwy. 92, 0.42 mile vest 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. wy. 1 from Oak Hill, 125 feet west of the west edge
of U. S. Hey. 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. HBy. 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 feat south of the trail.

851-052-2 0.99 mile vest along State Hwy. 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

TABLE 1.--Continued

Welt 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 rail-
road 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.

851-11S-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. Hby. 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.

.1-118-12 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.

851-120-1 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

TABLE 1.--Continued

Well Ho. Location

851-120-2 1.21 miles north along U S. Hwy. 17 front 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
from 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 Hwy. 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. BHy. 17, 80 feet vest of curve in
secondary road.

852-050-1 0.79 mile north along U. S. Bay. 1 from the intersection of U. S. Hwy. 1 and State
HBy. 410 in Oak 11ill, 0.63 mile east along a shell road from U. S. Huy. 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. Hay. 1 and State
BHy. 410 .in Oak Hill, 0.73 mile east along a shell road from D. S. Hwy. 1, 230 feet
east of a dock.

852-050-3 0.24 mile east along State HBy. 410 from the intersection of State Huy. 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 HBy. 410 from the intersection of State BHy. 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 Hwy. 410 and 200 feetwvest 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 Hay. 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 season 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. ITy. 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. front its intersection with U. S. BRy. 17
at 5 enson 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. BHy. 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. BEy. 17,
at Benson Junction, 0.07 mile north along a shell road from the Enterprise Rd.,
170 feet east of the shell road.

61

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. S- Hwy. 1 at
Ari l, 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.

854-049- 10.65 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.

854-049- 10.20 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.

854-051- 2.62 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. S- Hwy. 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.

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 uHy. 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

TABLE l.--Continued

Well No. Location

856-052-3 1.29 miles north along U. S. Hwy. 1 from its intersection with the Ariel Rd., 0.64
mile east along a driveway from U. S. Hey. 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. rwy. 1, at southwest corner of owner's house.

856-052-5 0.15 mile north along U. 5. Hwy. 1 from its intersection with Valeo 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 Ray. 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 vall.

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. AIA from a bridge crossing Indian River North at
New Smyrna Beach, 0.14 mile west along a sand road from State Hwy. 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 Blvd. 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.

85a-113-2 2.59 miles south along State uwy. 430 from its intersection with State Hey. 40 at
Lake selen, 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 lork Ave. from a level crossing over the Atlantic Coast-
line 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 Coast-
line 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 Nerriaae Av. in Edgewater, 300 feet north
of Ocean Ave., 25 feet west of the west edge of Riverside Dr.

859-054-3 100 feet weat along ew Hampshire Ave. from Riverside Dr. in Edgewater, 15 feet
north of the north edge of New Hampshire Ave.

859-054-4 230 feet west along Hotel Ave. from Riverside Dr. in Edgewater, 66 feet north of
Rotel Ave., 55 feet southwest of the southwest corner of owner's garage.

64

TABLE 1.--Continued

Well Mo. Location

859-054-5 260 feet vest along Lamont Ave. from Riverside Dr. in gdgevater, 300 feet north of
Lamont Ave., 2 feet north of the north edge of a swimming pool.

859-054-6 0.25 mile west along Park Ave. from U. S. Hsy, 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. lvy. 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. B"y. 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. I 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. Boy. 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 west of a shell road.

859-055-4 1.39 miles west along Park Ave. from 0. S. 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 HBy. 40, in New Smyrna Beach, 450
feet north of isasion 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
eaw Snyrna 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 Glenco 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 Smyrna Beach, 0.16 aile 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 Rwy. 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 Hwy. 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 west of
New Smyrna Beach, 0.23 mile east along a shell road from Glence Rd., 175 feet south-
east of the end of shell road.

859-057-8 1.05 ailes south along Glenco Rd. from its intersection with State uHy. 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.
Bwy. 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.

TABLE 1.--Continued

Well Mo. 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 driveway.

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 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, 0.16 mile east along a driveway, 6 feet south of driveway;

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 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, 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 vest of owner's house.

859-120-14 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, 0.07 mile west along a driveway, 100 feet south of driveway.

859-L20-15 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 west along a driveway, 70 feet west of driveway.

859-120-16 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, 0.16 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.

TABLE 1.--Continued

well No. Location

859-120-18 2.48 miles south along U. S. Huy. 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 vest 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 vest 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
vest of rear of owner's house.

859-121-12 0.57 mile vest 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 vest of River-
side 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.

TABLE l.--Continued

welt no. 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 Sc. 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 EHy. 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
Nev 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
vest 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 west 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 Hwy. 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.

900-120-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 vest 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

TABLE 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 vest 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 west 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 north-
west of buildings at the end of West Beresford Dr.

900-120-10 0.53 mile vest 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 ouner'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 road from 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 vest 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 vest 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 Huy. 44, 30 feet north of owner's house.

900-121-2 0.53 mile vest along New York Ave. from Deland gR.R 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 vest along Hew 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

TABLE .--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 west 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 Buy. 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 bridge-
tender'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 vest 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 U- S. Hwy. I and Lytle St. in New Smyrna
Beach, in the edge of a concrete pool.

901-055-2 500 feet south along U. S- Hwy. 1 from Wayne Ave. in New Smyrna Beach, 36 feet vest
of owner's fruit shop on vest 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.

901-055-8 150 feet east 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

TA=Z 1.--Continued

aell 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 vest of a drainage canal.

901-055-14 0.44 mile south along Riverside Dr. from Canal St. in New Smyrna Beach, 1.5 feet vest
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 west 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 Huy. 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 Hvy. 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
Ingham 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 Hwy. 40-A.

901-056-10 175 feet north along Sinnka St. from Enterprise Ave. in New Smyrna Beach, 6 feet
eaat 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 Hew 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 Clenco 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 nst
of the driveway.

901-057-5 0.48 mile vest along State Bwy. 40-A from its intersection with Enterprise Ave. in
Rew Smyrna Beach, 80 feet north of State BHy. 40-A.

901-058-1 0.27 mile north along Glenceo Rd. from State rHy. 40 vest of Hew Smyrna Beach, 0.20
mile east along Selleck Rd. 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 weat 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 Ed. from State Hey. 40 west of New Smyrna Beach, 80
feet west of Gleneo Rd. in ovner's garage.

901-058-5 0.19 mile west along State Buy. 40-A from Clenco Rd. vest 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

TAE 1.---Continued

Bell Bo. Location

901-059-1 0.90 mile est along State Hwy. 40-A from Glenco Rd. west of New Smyrna Beach, 200
feet north along a driveway from 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 aHy. 415 from its intersection with State Bwy. 40, 0.41
mile east along a shell road from State Hwy. 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 from State Hwy. 415, 42 feet north of a house, in the
floor of a pumphouse.

901-102-3 1.55 miles north along State BHy. 415 from 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
Samsnla. 0.41 mile east along a shell road from State Hwy. 415, inside owner's barn.

901-106-1 1.55 miles east along State Hwy. 40 from its intersection with State Hwy. 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 Rwy. 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 Winnemissett from State Hwy.
40, in a tin shed at the north end of owner's garage.

901-117- 800 feet west of U. S. Hy. 17 and 180 feet south of State Hy. 44 in Deland, 95
feet southwest of the Chamber of Coomerce 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-I 0.39 mile west along Michigan Ave. from U. S. yRy. 17 in Deland, in the north end
of the pumphouse at the city water plant.

901-118-2 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 aast 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.

901-12-2 1.17 miles east along State wy. 44 from a bridge across the St. John's River, 1.07
miles northwest along a shell road from State Bwy. 44, 40 feet from the St. John's
River bank.

902-054-1 0.17 mile north along N. Peninsula Ave. from Billsboro Ave. in New Smyrna Beach, in
the owner's garage at 1316 N. Peninsula Dr.

902-054-2 0.1 mile east along Flagler Ave. from Peninsula Ave. in New Smyrna Beach, 175 feet
north of awner'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. Buy. I from Wayne Ave. in New Smyrna Beach, 50 feet east
of V- S. wy. 1 in a lily pond.

902-056-1 0.14 mile 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.

TA BLB .--Continued

Well No. 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. Hey. 1 in New Smyrna Beach, at the south-
east 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. Hwy. 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 Glenco 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 est along Sheldon Ave. from U. S. Hwy. 1 in Hew 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 Hey. 40-A from Glerco Rd. west of New Smyrna Beach, 15
feet east of owner's house on the north side of State HBy. 40-A.

902-059-2 1.73 miles west along State Hey. 40-A from Glenco Rd. west of Hew Smyrna Beach, 18
feet.northwest 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 Glenco Rd. west of New Smyrna Beach, 4 feet
vest of owner's garage on the north side 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 Hey. 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 Hry. 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 Hay. 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 Hey. 415 in
Samaula, 510 feet north of State HBy. 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 HBy. 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. Hwy. 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. -By. 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
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. SBy. 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.

TABE 1.-Continued

Well No. Location

903-057-4 2-18 miles west along Sheldon Ave. from U. S. Ewy. 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. rHy. 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. Hwy. 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 from State Hwy. 415, in Samsula, 160 feet north
of State Bwy. 40-A and 50 feet west of a garage.

903-102-2 0.52 mile east along State wy. 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 HBy. 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 Samsula, 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 bty. 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 Sasmula, 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 Samsula, 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. Hwy. 92 from U. S. Hwy. 17 in Deland, 140 feet south of
U. S. HBy. 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. Hwy. 17 in Deland, 175 feet south of
U. S. wy. 92, 50 feet north of owner's house.

903-116-1 1.15 miles east along U. S. HBy. 92 from U. S. HBy. 17 in Deland, 750 feet north of
U. S. Rwy. 92, in a pumphouse at the airport purification station.

903-121- 2.29 miles north along Grand Ave. from State Hwy. 44 vest of Deland, 1.18 miles north-
west 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 north-
west along a sand road fro 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 frm 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.

TABLE .--Continued

Well No. Location

904-055-2 5.1 miles south along South Altnatic Ave. from the Port Orange Bridge, 0.30 mile west
along a 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. Hwy. 1 from Spruce Creek bridge, 160 feet north of U. S.
I7y. 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. Hy. 1 from Spruce Creek bridge, 0.83 mile west along a
sand road frao U. S. Bhy. 1, 370 feet southwest of the end of the sand road, 2 feet
from Spruce Creek.

904-057-4 1.62 mles south along 0. S- Hwy. 1 from Spruce Creek bridge, 0.08 mile west along a
sand road from 1. S. Bvy. 1, in a banana grove.

904-057-5 1.25 miles south along U. S. Hay. 1 from Spruce Creek bridge, 200 feet vest of U. S.
Buy. 1 in an orange grove.

904-058-1 300 feet south along U. S. Bay. 1 from Spruce Creek bridge, 325 feet est of U. S.
uy. 1, 15 feet west of owner's garage.

904-059-1 1400 feet southwest 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 alles norr-hest along a sand road from the intersection of Enterprise Ave. and
State Bhy. 40-A'west 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 Touka Ranch, 20 feet
east of the house.

904-103-1 1.02 miles vest along State Hwy. 40-A from State Buy. 415 in Sansula, 2.62 miles
north along a sand road from State HWy. 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 Hwy. 40-A from State Buy. 415 in Samsula, 2.01 miles
north along a sand road from State Hwy. 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 bey. 415 in Samsula, 2.36 miles
north along a sand road from State BHy. 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. Shy. 17 in Deland, 165 feet north of
U. S. Hvy. 92 and 105 feet west of an equipment shed.

904-117-1 225 feet vest of the intersection of U. S. HBy. 17 and State Hey. 11, north of Deland.

904-118-1 0.76 mile northwest along U. S. uwy. 17 from State HBy. 11 north of Deland, 500 feet
northeast of U. S. Boy. 17 and 3 feet northeast of owner's house.

904-118-2 0.92 mile north along U. S. Bays. 17 and 92 from State BHy. 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 west 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.

TABL 1.-Continued

Well eo. Location

905-056-3 6.7 miles south along South Atlantic Ave. ftoa the Port Orange Bridge, 0.32 mile Wast
along a sand road from South Atlantic Ave. at the southeast end of a shell pit.

905-058-1 300 feet south along U S. Hwy. 1 from a bridge across Rome Bay, 0.24 mile southeast
along a sand road from U. S. fy. 1, 125 feet West of the Sand road at teat of osnar's
house.

905-059-1 0.91 mile west along Coomonwealth Ave. from U 8. Hry. 1 in Allendalej 2,23 miles
south along a sand road from Commonwealth Ave., 570 feet east along a driveway from
the sand road, 10 feet north of a house.

905-059-2 0.91 mile west along Coaonwealth Ave. from U. S. HEy. 1 in Allendale, 2.72 miles
south along a sand road from Coenonwealth Ave.n 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 H y. 40-A, weat 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 ile west along Commonwealth Ave. from D. B. Evy. 1 in Allendale, 1.17 miles
south along a shell road from Commonwealth Ave., 1.0 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.

903-100-3 0.91 mile west along Comnonwealth Ave. from U. S. Hly. 1 in Allendale, 3.36 miles south
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 southwest along Herbert St. from U. S hRy. 1 in Port Orange, 0.57 nile
southeast along a driveway from Herbert St. extension, 100 feet southwest of a house
nl a ppbhouse.

905-102-1 0.52 mile east along State Hwy. 40-A from State Huy. 415, in Samaula, 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 south of Spruce Creek,

905-102-2 1.02 miles west along State Hwy. 40-A froa State HBy. 415 in Samaula, 2.64 miles
north along a sand road fran State Iwy. 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 H y. 40-A from State fly. 415, in Seaula, 2.64 miles
north along a sand road froa State fly. 40-A, 1.41 miles east 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 froa State Hey. 415 in SaemIul, 2.64 miles
north along a sand road freo 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.

905-103-L 1.02 miles west along State Hay. 40-A froc State Buy. 415, in Sasaula, 2.90 miles
north of a sand road from State fHy. 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 Rey. 40-A from State HBy. 415 in Sansula, 3.37 miles north
along a sand road frea State Ray. 40-A, 0.38 mile west along a trail fro the sand road,
140 feet south of the trail at owner's house.

905-106-2 1.02 miles west along State ly. 40-A from State Bwy. 415, in Samsula, 2.66 miles north
along a sand road froe State Hfy. 40-A, 0.38 mile west along a trail froa the sand road,
0.22 mile north along the trail, 60 feet east of the trail.

905-104-3 L.02 miles vest along State fy. 40-A from State Hwy. 415 in Samsula, 2.66 miles north
along a sand road from State Hwy. 40-A, 0.38 mile 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.

905-10-4 1.02 miles west along State Hwy. 40-A from State lHy. 415, in Saasula, 2.66 miles north
along a sand road from State Ray. 40-A, 0.38 mile west along a trail from the sand road,
0.48 mile north along the trail, 0.15 mile west along a driveway from the trail, 100 feet
north of the end of the driveway.

905-104-5 1.02 miles wmt along State Hwy. 40-A from State Bwy. 415, in Samaula, 2.66 miles
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 driveway, 60 feat
north of driveway.

76

TABE l.--Continued

Well Ho. Location

905-113-1 5.2 miles east along U. 8 Hwy. 92 from Ui S, Hey. 17 at Deland, 5 feet east of the
west 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. S BHy. 92 from U. S. thy. 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. 8. Bwy. 92 from U. B 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 Bech road at Deland Airport, 220
feet east of Harsh Rd., 90 feet east of over's house.

905-119-1 3.12 miles north along U. 8. Hwy. 17 from U. S. Hwy. 92 at Deland, 80 feet northwest
Of U. S. Hwy. 17.

905-120-1 4.15 miles north along 0 8. HBy. 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 Ave. from the Port Orange bridge at port Orange, 80
feet east of Atlantic Ave.

906-058-1 200 feet south along U. 8. B y. 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. wy. 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. Bwy. 1 from a bridge across Rase Bay, 80 feet wast of U. S.
iwy. 1, 10 feet south of a fish pond.

906-058-4 120 feet north along U. 8. HBy. 1 from a bridge across Rose Bay, 75 feet west of the
west edge of U. S.lry. 1.

906-058-5 250 feet east along Palm Ave. from U. S. Hy. 1 in Harbor Oaks, 40 feet south of
Palm Ave.

906-058-6 300 feet east along Seainole Ave. fro 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. Hey. 1 and Seminole
Av. in Harbor Oaks, 60 feet vest of Cedar St. at the end of owner'a driveway.

906-058-9 0.46 mile south along Cedar St. from its intersection with U. S. Hwy. 1 and Seminole
Ave. in Harbor Oaks, between owner's house and garage.
906-058-10 250 feet aest along B lnole Ave. from U. 8. Hwy. 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 Herbert 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. S. HBy. 92 from U. S. Hwy. 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. S. Hwy. 92 from U. 8. Hwy. 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. 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 game checking station in
-the Hunting Reserve.

77

TAIL 1.--Continued

Wllt 9a. Location

906-116-1 3.64 miles north aloamg arsh Rd. from the old Daytona Beach road at Deland Naval Air
Station, 0.20 mile net aloms a driveway from Hersh Rd., 20 feet est of a house and 4
feet east of a shed.

907-057-1 2.1 miles south along Atlantic Av. from the Port Orange Bridge in Port Orange, 3 feet
southeast of house number 4255 S. Atlantic Ave.

907-057-2 1.62 miles south along Atlantic Ave. from the Port Orange Bridge in Port Orange, 18 feet
east of a sea wall east of house number 4035 S. Atlantic Ave.

907-057-3 2.30 ailes south alog Atlantic Ave. from the Port Orange Bridge in Port Orange, in the
floor of a garage between house mber 4339 S. Atlantic Ave. and S. Atlantic Ave.

907-057-4 1.82 amles saouh alone Atlantic Av. from the Port Orange Bridge in Port Oranga, 7.2
feet east of a fire hydrant in frontlo house nmber 4229 S. Atlantic Ave., 12.5 feet
south of US.G.S.. Bench Sark ilber Kumber 1, 1934.

W97-058-1 0.08 sile east along Sver St. from U. S. wry. 1 in Allendale, 80 feet north of liver
St. In a pamphouse southwest of owner' house.

907-05-2 90 feet northeast of the northwest edge of the intersettion of U. S. gay. 1 and
Commonealth Av. In Allendate, in the back room of o liquor store.

907-058-3 240 feet northwest of the northwest edge of the intersection of U. 8. HBy. 1 and
Comnealth Av. in Allendale, 110 feet wet of U. S. Bwy. 1.

907-058-4 60 feet northbesc of the intersection of U. S Day. I and lBos St. in Allendale, in
the eorthest corner of a shed.

07-058-5 0.65 mile south aloUn U. S. Way. 1 from Comonwalth Ave. in Allendale, 120 fest east
of U. S. y. 1 and 12 feet east of the northeast corner of Paradise Pat Shop.

907-056-4 0.51 mile south along OU S. my. 1 from coimwealth Ave. in Allendale, 120 feet wet
of U. S. "r.. 1 at the northwest corner of owner's garage.

907-058-7 0.40 mile north along U. S. "7. 1 from COomwealtb Ave. in Allendale, 110 feet east
of U. S. D7. 1 and 8 fet east of an abandoned house.

7-059-1 0.90 mile et alonm Comonealth Ave. from U. H y. 1 in Allandale, 0.31 mile north
along a shall road from Coeommalh Ave., 0.29 mile est along a sand road from the
shell rnod, 275 foot south of the sand road.

90-059-2 0.77 mile southwest along Osk St. from U. S. Dy. 1 in Port Orane, 0.15 mile Wet
along a drivmy from the end of 0ak St., at the west edge of a cleared field.

907-059-3 0.77 mile southeast alog Oak St. from U. 8. Iy. 1 in Port Orange, 90 feet east of
the end of Oak St. and 15 feet south of a chicken house.

907-059-4 0.66 11a wet alonS Coomneelth Av. from U. S. Buy. 1 in Allendale, 300 feet south
of Co momalth Ave. at the south end of a pond.

907-059-3 0.55 mile west alone Cmnwealth Ave. from U. S. Dey. 1 in Allsndale, 0.34 mile north
along a snd trail fro Comonwealth Ave., 285 feet north of a house on the north side
of the trail.

907-059- 0.55 mile wet alonm Commoealth Av. from U. S. BDy. 1 in Allendale, 0.34 mile north
along a"nd trail from Cmomnealth Ave., 12 feet south of a shed on the south side
of the trail.

907-100-I Se table of Spring Records.

907-100-2 0.92 mile wet along Comonealth Ave. from U. S. Hay. 1 in Allandale, 0.31 mile
north along a shall road from Comonwalth Ave., 0.60 mile wst along a sand road from
the shll road, 0.46 mile south along a trail from the sand road, 0.33 mile south along
a driveway from the trail, at the end of the driveway.
907-10-3 0.92 Vile west alon Cnommnwlth Ave. from U. S Hvy. 1 in Allendale, 0.31 mile north
along a shell road from Comonwalth Ave., 0.59 mile est along a sand road from the
shell road, 40 feat south of the sand road and 70 feet west of ovner's house.

907-101-1 1.53 miler est on Herbert St. extension frm Canal Rd. in Port Orange, 520 feet east
of Herbert St. at southeast corner of a house.

78

TAME 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 west 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 west of Daytona Beach, 820
feet east along a driveway from Tomoka Farms Rd., 40 feet south of garage at end of
the driveway.

907-110-1 11.98 miles vest 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 Hvy. 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.1. 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 Comonwealth 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 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.

908-058-4 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. I 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 north-
west of the intersection of U. S. Hey. 1 and White Place.

908-059-5 0.30 mile south along U. S. Hey. 1 from Dunlawton Ave. in Port Orange, 700 feet west
of U. S. Hwy. 1 along Oak St., 50 feat north of Oak St.

79

TAEL 1.--Continued

e.1l No. Location

908-059-6 0.30 lile south along U. S. Hey. 1 from Dunltaton Ave. in Port Orange, 640 feet east
along Oak St. frem U. S. Iwy. 1, 80 feet north of Oak St.

908-059-7 0.42 mile meet 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 froma ox Place in Port Orange, 90 feet west of U. a.
mwy. 1. 20 feet from a carport and 3 feet north of owner's.driveway.

908-059-10 0.11 lmie 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 number 193.

908-059-12 0.10 mile seat along Powers Ave. from Ruth St. in Port Orange, 250 feet mouth of
Powers Ave. in a garden.

908-059-13 75 feet wet along Powers 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.

908-059-13 0.29 mile north along U. S. Hey. I Erom Herbert St. In Port Orange, 200 feet West
of II. S. HSy. I. at the vest side of a building.

908-059-16 300 feet north along V. S. Hwy. 1 from Herbert St. in Port Orange, 90 feet east
of U. S. rHy. 1 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 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 Jackson St. from Herbert St. in Port Orange, 640 feet east 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 feat east of the northeast corner of a house.

908-I00-7 0.25 mile wet along Herbert St. from Canal Rd. in Port Orange, 500 feet north of
Herbert St.. 30 feet mouth of ouner's house.

908-100-8 0.40 mile west along Herbert St. from Canal Rd. In Port 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 vest 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 rad from Canal Rd., 18 feet vest of a house on the West aide of the same 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 from the sand road, 30
feet east of the driveway and 5 feet north of a houae.

80

TAlE 1. --Continued

Veil No. Location

908-100-14 0.36 ile northwest 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
Berbert 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 rmles 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 bern.

908-107-1 8.26 miles 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 amleswest along U. S. S wy. 92 from U. 8. lhy. 1 in Daytona Beach, 0.12 mile
ounth along a driveway from U. B. Hwy. 92, 153 feet east of the end of the driveway.

908-107-3 7.98 miles wet along .J. S. Hiy. 92 from S. hy. 1 in Daytona geach, 0.13 mile
north along a driveway from U. 8. Hwy. 92, 4 feet north of old house for Fire rangers.

908-108-1 8.74 lilea 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 NMrshall Rd. and 60 feet west of
Cuater Ave.

90108-2 8.64 miles west along U. S. Hry. 92 from U. B. fRy. 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. wy. 17 in Deland. 3.7 miles north
along a and road from U. S. Hey. 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 hry. 11 and 6 feet west of a pumpbhae.

908-121-1 1.51 alles north along U. 8. Hwy. 17 from Deleon Springs Post Office, 0.68 mile north-
eat 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 soth-
mat from U. S. Bey. 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 end 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 number 3175 S. Atlantic Ave.

909-058-2 0.29 mile north along Atlantic Ave. from Dunla ton 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 unlacwton Ave. in Fort Orange, 3 feet north-
wet of the pumphoue 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 Ptaniasl Ave. in froatof hr re number 3115 S. Peninsula Ave.

909-058-5 1.08 ales north along Atlantic Ave. from Dunlawton Ave. in Port Orange, 3 feet north-
east of the northeast corner of the outside stairay at house number 3059 S. Atlantic
Ave.

909-059-1 0.14 mile north aloag U. S. Bey. 1 from a bridge crossing Reed Canal at Reed Canal Rd.
in Port Orange, 430 feet east of U. S. Hy. 1 in the west end of a pmpbhoose.

909-059-2 0.14 mile north along U. S. Iry. 1 from a bridge croaking teed Canal at Reed Canal Ud.
n Port Orange, 460 feet eaat of U. S. ly. 1, southwest of a Manatee tank.

909-059-4 110 feet south of the southueat corner of the guard rail of a bridge on U. S. Hay. 1,
crossing Reed Canal at Fort Orange, 40 feet Vest of U. S. Bry. 1.

TAELE 1.--Continued

Well No. Location

909-059-5 100 feet south along U. S. ey. 1 from a bridge crossing Reed Canal in Port Orange, 260
feet wst along a driveway from U. S. Buy. 1, in the weat end of a bathhouse.

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 along a driveway from U. S. BHy. 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.

909-059-6 0.09 mile north along U. S. Hwy. 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 U. S. Bwy. 1 from a bridge croaaing Reed Canal in Port Orange,
115 feet east of U. S. wy. I at east side of owner's bouse.

909-059-10 0.23 mile north along U. S. Huy. 1 fr a bridge crossing Reed Canal in Port Orange,
70 feet east of U. S. Hwy. 1. at the northeast corner of a building.

909-059-11 0.32 mile south along U. S. Bwy. 1 from a bridge crossing Reed Canal in Port Orange,
20 feet east of U. S. Hwy. 1, 15 feet northwest of a house.

909-059-12 350 feet south along U. S. Huy. 1 frot a bridge crossing Reed Canal in Port Orange,
400 feet east of o. a. Hwy. 1, at the northwest corner of a ousne.

909-100-1 1.03 mlea sweat along Reed Canal Rd. from U. S. HBy. 1, in Port Orange, 0.23 mile
north along a trail from Reed Canal Rd., in the canter of an orange grove.

909-100-2 1.03 miles weat 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 ile south along Canal Rd. 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. 8. Boy. 1, in Port Orange, 230 feet south-
west of Reed Canal Rd., 30 feet south of owner's house.

909-100-5 0.56 mile esat along Reed Canal Rd. from U. S. Huy. 1, in Port Orange, 700 feet south
along a driveway from Reed Canal Rd., at the southwest corner of a barn.

909-100-6 0.95 mile east along Reed Canal Rd. from U. S. HBy. 1, in Port Orange, 0.22 mile south
along a sand road from Reed Canal Rd., 275 feet west of the sand road in a pasture.

909-100-7 0.74 ile west along Reed Canal Rd. from U. S. Hy. 1, in Port Orange, 150 feet north
of Reed Canal Rd. at the east wall of a house.

909-102-1 0.62 mile wea along gig Tree Id. from Canal Rd. in South Daytona, 320 feet north of
Big Tree Rd. at the intersection of 2 stock fence.

909-10-2 0.79 mile met along Big Tree Rd. from Canal Rd. in South Daytona, 0.80 ile south
along a sand road from Big Tree Rd., 115 feet wast of the aad road.

909-102-3 0.79 mile weat along .ig Tree Rd. from Canal Rd. in South Daytona. 0.80 ile south
along a sand road from 1ig 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. fro Canal ad. in South Daytona. 0.80 mile south
along a sand road frao Big Tree Rd., 0.13 mile east along a drivemay, at the end of
the driveway.

909-105-1 15 feet north of the right-of-wy of 0. S. HBy. 92 at the intrasection of U. S. HBy.
92 and Old Deland Rd. and Tomoka Fares d.., mwt of Daytona each.

909-105-2 0.4 mile west along U. S. BHy. 92 from the intersection of U. S. HBy. 92, Old Deland
Rd. and Toaa Parms Rd. wmst of Dayt a each, 130 feet south of U. S. NBy. 92, 160
feet est of a service station and 100 feet east of a house.

909-106-2 6.0 miles wast along U. S. HBy. 92 from U. S. "y. 1, in Daytona Beach, 49 feet north
of the north edge of the payment of 0 8. By. 92, 325 feet ast of a concrete bridge
aeroaa a drainage canal along the north edge of 0. S. fBy. 92.

TABLE 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. Bwy. 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. Hwy. 92.

909-106-4 6.0 miles west along 0. S. Hwy. 92 from U. S. Hwy. 1, in Daytona Beach, 49 feet north
of the north edge of the pavement of U. S. UHy. 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 west 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 vest of well 909-106-4.

909-106-7 5 feet south of well 909-106-5.

909-106-8 5 feet west 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 ,ast
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 north-
east 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 south-
west 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

TABLE 1.--ontrinued

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 vest along Big Tree Rd. from U. S. Hwy. 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 south-
east along a driveway 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.

910-10t-1 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 Rd- and 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. wy.. 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. Hwy. 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 miles est 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 north-
west 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 vest along State Hwy. 40 from U. S. Hwy. 17 in BarberviUe, 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 Hey. 40, 0.07 mile south along a 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 aile 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 ile 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.

TABN 1.--Conti ned

Well No. Loction

911-059-1 2.23 miles soth 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 miles sooth alone Atlantic Ave. fa Silver Beach St. in Dayton Beach, 2 feet
wvet of the olamEat corner of a building at 2543 S. Atlantic Ave.

911-059-3 1.23 miles soath along Atlantic Ave. from 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 Ridgemood Ave. frm 0 S. Bay. 92 In Daytona Beach, 10 feet
northeast of the office of a motel at 1544 S. adBmood Ave.

911-100-2 1.58 miles saout along Ridgewood Ave. fL O. S-. By. 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 soth along idgewood Ae. from U. S. awy. 92 in Daytoa Beach, 3 feet
north of pmpbhose at 1515 S. Ridgewood Ave.

911-101-1 1.23 miles south alone CaOnl Rd. frm U. S. ayr. 92 in Daytona Beach, 140 feet vest
of Canal Rd., 10 feat south of a paphoose.

911-101-2 0.64 ile west along Old Deland Md. fr US. S. y 1 in Daytona Beach, 90 feet south
of Old Deland Id., halfway between garage and amoer's houe.

q11-101-3 1.10 iles soath aloag ~ dgewod Ave. from U. Buy. 92, in Daytona Beach, 260 feet
vest of lidgewod AW. on the north side of a motel.

911-102-1 1.44 lles west along Old Daland Rd. rom U. S. Buay 1 in Daytona Beach, 260 feet
south-est alms a driven from Old Deland id., 1 foot sooth of a pumphouse on the
north side ao toe driWvey.

911-102-2 1.56 miles wet along old Deland d. fro U. S. Dy. 1 in Daytona Beach, 160 feet
north of Old Deland d., in the sooth side of a paphouse.

911-102-3 0.22 mile somth lon Seneca St. frl U. S. Buy. 92 in Daytona Beach, 300 feet west
along Anutrall Ame. lea Seneca St., 50 feat south of Australia Ave. in a concrete-
block pnmqduseo

911-103-1 2.31 mles wet along U. S. Bry. 92 frm U. S. By. 1, in Daytona 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 iles west alo U. S. STy. 92 fxwm S. By. 1, in Daytona Beach, 20 feet
south of the 0soth edge of the right-of-ay of U. S. DBy. 92 in a paphouse.

911-103-3 2.70 rules wem along U. S. By. 92 from U. S. Iby. 1, in Daytona Beach, 20 feet
south of the inth dge of the right-of-way of U S. r- 92 and 60 feet west of the
entrance road to Daytot Bleach Airport, in a pumphomse.

911-103-4 2.52 mles awet aloag U. S. Bay; 92 from U. S. ly. 1, in Daytona Beach 250 feet
aouth of te rit-oE-s7 of U. S. Bry. 92 in a plopouse.

911-1l3-5 2.41 miles weat alo by 92 f S. 2 L y. 1, in Daytona Beach, 740 feet
south of the right-of-my of U. S. y. 92, in a pa home.

911-104-1 3.96 slaxs eat along U. S. Buy. 92 frame S. BDy. 1, in Daytona leach, 450 feet
northueat of S. Bay. 92, and 28 feet esat of a pqphmooe.

911-104-2 3.77 mlues alog U. S. any. 92 frm U. S. Ipy. 1, in Dayton leach, 480 feet south-
east of U. S. Bay. 92, n a pumpbose.

911-104-3 3.48 miles west alag U. S. Bay. 92 from U. S. HDy. 1, in Daytona Beach, 150 feet
northwest of U. S. Bay. 92, in corer of a balding.

911-104-4 3.21 miles wet alog U. S. any. 92 from S. DBy. 1, in Daytona Beach, 24 feet
north of the nort edge of the payment of U. S. DHy. 92.

911-104-5 4 feet weat of ll 911-104-4.

911-104-6 3.27 miles wet alom i. S. By. 92 fro D. 8. ey. 1, in Daytona Beach, 20 feet
sooth of the rIht-of-may of U. S. lby. 92, in a puphoome.

911-104-7 3.07 miles est aloag S. aHy. 92 frm S. by. 1, in Daytona leach, 20 feet
Both of the riaht-of-wy of U. S. DBy. 92. in a p phbase.

TABLE 1.-Continued

welI Ho. Location

911-104-8 3.15 miles seat 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. Bwy. 92, 0.54 mile northeast along a trail from the sand
road, in the trail.

911-125-1 1.21 miles north along U. S. Hvy. 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. 60, 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. Hwy. 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. Bwy. 1, in Daytona Beach, 30 feet north
of U. S. Hay. 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. Hwy. 1 in Daytona Beach, 230 feet north
of U. S. Bey. 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. Bay. 92.

912-101-8 0.09 mile west along U. S. HBy. 92 from U. S. HBy. 1 in Daytona Beach, 530 feet north
of U. S. Bwy. 92.

912-101-9 0.09 mile wet along U. S. Buy. 92 from U. S. Buy. 1 in Daytona Beach, 630 feet north
of U. S. HBy. 92.

912-101-10 0.12 mile west along U. S. Hwy. 92 from U. S. RBy. 1 in Daytona Beach, 200 feet north
of U. S. HBy. 92.

912-101-11 0.12 mile west along U. S. Hry. 92 from U. S. HBy. 1 in Daytona Beach, 300 feet north
of U. S Bry. 92.

912-101-12 0.12 mile west along U. S. Huy. 92 from U. S. Bhy. 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. BHy. 92 from U. S. uHy. 1 in Daytona Beach, 50 feet north of
U. S. BHy. 92.

912-101-15 0.64 mile south along School St. from U. S. HBy. 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. Hay. 1 from U. S. Hwy. 92 in Daytona Beach, 3 feet west of
the west wall of a matel 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.

912-101-18 100 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 has Station.

912-102-1 200 feet wnst along Orange Ave. from Adam St. in Daytona Beach, under center of
Orange Ave.

86

TABLE l.--Continued

Well No. Location

912-102-2 2200 feet south along Adams St. from U. S. 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 east 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.

912-102-25 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 front Volusia Ave. in Daytona Beach, 10 feet east of
the Main Canal.

TAIL 1.--Continued

Well fo. Location

912-102-27 2400 fet north along Man Canal from Volusia Ave. in Daytona Beach, 10 feat east of
the Hain Canal.

912-102-2i 2900 faat north along ain Cana from Volusa Ave. in Daytona Beach. 10 feet eat of
the nla Canal.

12-102-29 3400 feet north aloon Mal Canal from Volusa Ave. In Daytona Beach, 10 feet east of
the MaIa Canal.

912-102-30 10 feet northmeas of the northwest corner of the garage at house number 1025 Voluaia
A-e. In Daytona Beach.

912-102-31 160 feet north along Iaech St. fro Volusia Ave. In Daytona Beach, 2 feet northeast of
the northeast corer of the oner'a house.

91Z-102-32 0.62 mile north along Main Canal from Volusal Ave. in Daytona Beach, 275 feet east of
the cml1 in a pasutre.

912-102-33 0.82 mile north aloIn Min Canal from Volusia Ae. In Daytona Beach, 105 feet east of
the cael.

912-102-34 CO feet southeast of the garage at house mmber 1135 Volusia Ave. in Daytona Beach.

912-102-35 600 feat soath along Canal Rd. from Volusti Ave. In Daytona Beach, 500 feet south-
est along a trail from Canal ad., 10 feet asothuest of the edge of the trail.

9I2-102-36 600 feet aonth along anal d. from Volusa Ave. in Daytona Beach, 1000 feet sooth-
eat alone a trail from Canal Md., 10 feet south of the trail.

911-102-37 600 feet anth along Canal ad. fom Volusia Ave. in Daytons Beach, 1500 feet south-
eat alorg a trail from Canal Rd., 10 feet aouth of the trail.

912-103-1 feet nortiest of the northeast corner of ouer's house at 1276 Volus l Ave. In
teyton Beach.

912-103-2 10 feet est of the aoth wst corner of the garage in the rear of owner'shouse at
1235 Volnaa Ave. in Laytona Beach.

9112-126- 1.82 miles uorth along 0. S. Boy. 17 from State By. 40 in Barberville, at the south-
mas corner of a fruit packing house.

912-126-2 2-33 miles north along V. S. BHy. 17 from State Hay. 40 in Barberville, 15 feet north-
eac of a er's hoae on the east aide of U. S. Bey. 17.

912-126-3 2 mile aonth of person on U. S. B y. 17.

912-127-1 210 mles north along U. S. Hwy. 17 from State bwy. 40 in Barberville, 0.06 mile
meat along a and road frtm i. S. Buy. 17, 1.06 miles north along a paved road from
the sead rod. 0.58 mile mt along a shell road fro the paved road. 550 feet north
through a eitr arove from the shell road, at the edge of a lake.

912-127-2 2.10 miles north along U. S. By.u 17 from State eBy. 40 in Barherville, 0.06 mile eat
alIon a sa road from 0- S. Bay. 17, 0.91 mile north along a paved road from the sand
road. 100 feet east of the road at the northeast corner of otner's house.

912-127-3 2.10 miles north along U. S. Buy. 17 from State H y. 40 in Barberville, 0.06 mile west
alo a sand road from U. S. Iby. 17, 1.36 miles north along a paved road from the
sead rod. 190 feet west of the paved road at an abhedoned saamill.

912-131-1 2.10 miles north along U. S. Bry. 17 from State lay. 40 in Barbervlle, 0.06 ile vest
alon a sand road frm U. S. Bey. 17, 1.91 miles north along a paved road rom the
sad road. 4.61 miles eat along a hell road from the paved road. 100 feet north of
the shell road.

SI2-131-Z 2.10 mile north aloon U. S. Hay. 17 from State Boy. 40 in Barberville, 0.06 mile weat
along a sand road from U. S. Buy. 17, 1.91 miles north along a paved road from the sand
road, 3.35 alas wet along a shell road from the pared road, 30 feet west of the shell
ro&d

912-132-1 0.49 mile east along State BRy. 40 fro a bridge crowning the St. John's River at Astor
Park. 2.49 ilue north along a shell road from State Hwy. 40, 2.72 miles west along a
sand road from the shell road, 20 feet south of the sand road.

88

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 cement 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 wet 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 from 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 Volusia 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 aouth-
east end of the trail.

913-118-1 250 feet east along the Ormnd 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 feat 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

TABLE .--Continued

Well So. Location

914-101-5 550 feet west along University Blvd. from Halifax St. in Daytona Beach, 30 feet south-
vest 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 wet end of University Blvd. in Daytona Beach.

914-101-8 12 feet east of H- Atlantic 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 Holly Hill.

914-102-2 110 feet southeast of the southeast corner of the treatment plant at the city water
works in Holly Hill.

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.
idgewood 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's house and 27 feet south of the driveway at 614 Riverside Dr.
in Holly Bill.

914-103-1 0.11 mile east along llth St. from Canal Rd. in Holly Hill, 0.17 mile south along a
driveway 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 vest along a sand road from the shell road, 120
feet south of the sand road.

914-107-1 0.20 mile west along Ormnd 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 driveway at the north end of a carport.

915-101-1 40 feet west of the northwest corner of house number 188 H. 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. Buy. 1, 0.12 mile north along a sand road from the paved
road, 40 feet west of the sand road,

90

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 of-
Tomoka 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 north-
west 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 ow 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 house.

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

Rall Vo. Location

916-112-I 9.21 miles est along Tamuks Rd. from U. S. TRy. I in Ormond Beach, 1,64 miles north
alone a sand road from Towl ra ad., at the northUest corner of owner's house.

916-128-1 3.02 miles south along D. 8. BRy. 17 from State By. 305 in Seville, 0.04 mile west
aloes a paved road from U. S. Hwy. 17, 20 feet north of the paved road.

916-130-1 2.24 miles wat along 9 Mile Point Rd. from U. 8. Rwy. 17, 3 miles south of Seville,
33 feet north of 9 Mile Point Rd. at an old sawmill Site.

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 Riverside Dr. from Granoda Ave. in Ormond Beach, 140 feet east
of the ea wall 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
lmber 325 S. Atlantic Ave.

917-103-1 0.07 mile north along R. Beach St. from Granoda Ave. in Ormond Beach, 20 feet east of
N. Beach St. in a park ara.

917-103-2 0.69 mile north along Jon Andearse By. rom Granoda Ave. in Ormond Beach, 15 feet
east of the lby. at ouae number 359 John Anderson R"y.

917-103-3 0.08 mile south along Beach St. tfrm Granoda Ave. in Ormond Beach, 20 feet east of
Baach St. at home number 56 S. Beach St.

9L7-103-4 66 feet north of owners a hose at 137 Rosevood Ave. in Ormond Beach.

9I7-103-5 1100 feet east of Beach St. under the Oraond Bridge crossing the Halifax River at
Ormond each.

917-lO-1 0.62 mile north along Orchard St. from Tomoka Rd. in Ormond Beach, 40 fast northwest
of owar'a house.

917-104-2 400 fear ast of well 917-104-1.

917-106-1 0.73 mile asoth aloes a trail from the south end of the north-aouth runway at Tomaok
Branency Airport, 0.06 aile east from the trail and 21 feet wet of Tomoka River.

917-129-1 1.69 liles Snuth along U. S. S y. 17 from State Ihby. 305 in Seville, 240 feet wet of
U. S. by. 17 sad 130 feat aest of the Atlantic Coast Line R.R.

917-128-2 1.42 mil south alowa U. S. Hby. 17 from State RBy. 305 in Seville, 190 feet Seat of
By. 17. in a pophouse.

918-102-1 1.19 miles north along Atlantic Ave. from Granoda Ave. in Ormond Beach, at the south
side of huse mnabar 605 Ocean Shore Dr.

918-102-2 0.68 aile north along Atlantic Ave. from Granoda Ave. in Ormond Beach, 0.08 mile west
along a sand road from Atlantic Ave., 50 feet north of the sand road in a pumphouse.

918-103-1 1.66 miles north alone John Anderson BHy. from Granod Ave. in Ormond Beach, 15 feet
north of house abher 890 John Anderson By.

918-103-2 1.02 iles north aloun John Anderson Hy. from Cranoda Ave. in Ormond Beach, 20 feet
south of house number 565 John Anderson Hy.

918-103-3 2 feat northwest of ouner's houos at mabar 483 1. Beach St. in Ormond Beach.

918-103-4 1.44 silas norta alao Beach St. from Granoda Ave. in Omond Beach, at north wall of
er's house at 767 1. Beach St.

918-103-3 1.52 miles north aloa teach St. from Granoda Av. in Ormond Beach, 40 feet west of
hobse amber 825 .1 Beach St.

918-103-6 1.26 miles aorth along Beach St. rom Granoda Av. in Ormond Beach. 30 feet est of
heus and 80 fet east of Beach St.

918-103-7 1.14 miles north along Beach St. from ranoda Ave. In Ormond Beach, in the northueat
corner of the carport on ower'a house.

TABLE .--Continued

TABLE 1.-Continued

eail 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. Hy. ,1

918-105-2 0,06 mile south along U. S. Hwy. I from a bridge crossing Tomoka liver, 160 feet west of
U. 6. lHy. 1, at the west end of a pumphouse.

918-05-3 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 Toamka River, 380 feet east
of U. 8. MHy. 1.

918-10-5- 0.17 mile north along U. S. Hwy. 1 from a bridge crossing Tomoks Rlver, 460 feat east
of U. 8. Hwy. 1, 10 feet south of a pumphousa.

918-105-6 0.21 mile north along U. S. Hy. I from a bridge crossing Tomoka River, 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 Tomoks River, 70 feet south-
wrt of owner's house on the west side of U. 8. Hwy. 1.

918-106-2 30 feet north of well 918-106-1.

918-106-3 0.48 mile north along U. S. Hwy. 1 from a bridge crossing Tasolk iver, 70 feat mut
of U. S. Hwy. 1, and 15 faet east of a service station.

918127-1 1.42 miles east along State Hvy. 305 from U. 8. Hy. 17 in Seville, 90 fst north of
State tly. 305, in an open field.

918-128-1 1.22 miles east along sttse Hwy. 305 from U. S. Hwy. 17 in Seville, 80 feet orth of
State Hwy. 305, in a pumphouse.

918-129-1 0.41 mile south along U. S. Hwy. 17 from Stale Hwy. 305 in Seville, 500 feet wt of
U. 8. Hwy. 17, in an open field.

918-132-1 3.71 miles aest along a sand road from the intersection of U. S. Bwy. 17 and State
Hwy. 305 in 8eville, 240 feat south of the sand road and 2 fot wet.

919-103-1 15 aseet north of house number 1 Hibiscus Dr. in Ormond-by-the-Sa, 10 feet wet of
the east corner of the house.

919-103-2 40 feet northeast of a laboratory at the intersection of River Dr. and Jonm Anderson
hey. in Orsond-by-tha-Sea, at the northwest corner of a pumpbou.

919-103-3 1.80 miles north along Atlantic Ave. from Granoda Ave. in Ormond Beach, 35 fat east
of Atlantic Ave. at a motor court.

919-103-4 2.18 miles north along Atlantic Ave. from Granoda Ave. in Orond Beach, 40 feet east
of Atlantic Ave. in a utility room of a motor court,

919-103-5 2 feat vest of the northwest corner of a house at the northwest corner of the inter-
section 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 Ormond-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 Orsmdd-by-the-See.

919-103-8 In the corer of the garage at house number 22 River Dr. in Oromd-by-th -Sea.

919-103-9 2 feet north of the northeast corer of garage at house number 64 River Dr. in
Oraond-by-the-Sea.

919-103-10 1 foot east of the southeast corner of house number 47 Brooks Dr. in Ormod-by-the-
Sea.

919-103-11 2 feet south of the southwest corner of house number 56 Palm Dr., in a cement pmp
shaltar, in Ormond-by-the-Sea.

919-103-12 300 feet vest along Palm Dr. from Atlantic Ave. in Ormond-by-the-Sea, 35 feet north
of palm Dr.

TALE 1.--Continued

Iel E-o. Location

99-10-13 4 feet east of -ell 919-103-12.

919-103-14 1 foot south of the southwest corer of the garage at house number 60 River Dr. in
Onrnd-by- he-Sea.

919-103-15 2 feet north of the northeast corner of house number 13 River Dr. In Ormond-by-the-Sea.

919-10I-I 2.79 miles north alo8n Dixie auy. from Granoda Ave. in Ormond Beach, 0.09 mile east
along a driveway from Dixie RBy., 90 feet north of the driveway.

919-10-2 2.93 miles north along John Anderson Hwy. from Granoda Ave. in Ormond Beach, 25 feet
est of John Anderson HBy. and 3 feet east of a pumphouse.

919-104-3 3.14 llesa north along Dixie a. y. from Granoda Ave. In Ormond Beach, 0.09 mile east
.lao a trail from Dixie acy., 3 feet west 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.

919-105-1 1.43 ilea south along U. S. Hry. 1 from the Post Office at National Gardens, 0.19
ilse at alog a sand road from U. 5. Hry. 1, 300 feet east of the sand oad at a
factory.

919-106-2 0.16 mile south along U. S. Bry. I from the post Office at National Gardens, 1.09 miles
eat along a secondary road from U. S. Boy. 1, 0.30 mile south along a trail from the
secondary road 220 feet west of the trail at a Coquina pit.

919-106-3 1.16 ailes south along V. S. wry. 1 from the Post Office at National Gardens, 180 feet
east of S. By. 1.

919-I-1 0-.12 mil south along U. S. BHy. 1 from the Post Office in national Garduns, 0.15 mile
elt alog a sand road from U. S. Hwy. 1, 1400 feet north of the end of the sand road
in a pasture.

919-107-2 0.10 ile sooth alor U. S. Bry. 1 from the Post Office in National Gardens, 0.15 mile
seat along a snd road from U. S. Hy. 1, 350 feet south of the end of the sandroad.

919-125-1 4.41 iles east Along State Hey. 305 from U. S. Hy. 17 in Saville, 25 feet south of
State HBy. 305 sad 100 feet west of the Flagler-Volusa County Line.

920-104-1 4.15 miles north along John Anderson Buy. from Grnoda Ave. in Ormond Beach, 90 feet
east of Jobn Anderson ary. and 30 feet southeast of owner's house.

920-104-2 0.5 mile south along a fire break from the Rlnger's Station at Tomoka State Park, in
th center of the fire break.

920-105-1 300 fei north of the southeast end of a bridge crossing Tomoka River in Tomlka State
PIrk. 4 feet east of pumphoue.

920-105-2 40 feet northeast of the Park sanger's house at Tomoka State Park, in the west end of
a puiphouse.

920-105-3 420 fee south of a bridge crossing Taoka River at Tomoka State Park, 40 feet east of
Tomok liver. 20 feet weat of a pumphouse.

920-105-4 200 fet south along a fire break from the Ranger's Station at Tonas State Park, in
the center of the fire break.

920-105-5 300 feat south along a fire break from the anger's Station at Tonoka State Park, in
the center of the fire break.

920-105- 4 feet ast of the center of the east side of the parking lot at the TaYcbt Basin in
Tomaa State Park.

920-105-7 0.25 ile south along a fire break from the Ranger's Station at Tibuo Qtata Park, in
the center of the fire break.

TABL 1.--Continued

well No. Location

920-105-8 0.12 mile south along a fire break from the Ranger's Station at Tomka State Park, in-
the center of the fire break.

920-105-9 500 feet north along a fire break from the Ranger's Station at Toao State Park, in
the center of the fire break.

920-105-10 400 feet north along a fire break front the Ranger's Station at Toma 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 Tamoka 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 Tomoka River in Tomoka State Park. 6 feet east of
Took River.

920-105-1 0.16 mile south along U. S. Hwy. 1 from the Post Office at national Cardena, 1.24 milea
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 Gardens, 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 well 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. Bry. 1.

920-108-1 1.34 miles north along U. S. Bwy. 1 from the Post office at Matinal Gardeas, 140 feet
west of U- S. wy. 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. Huy. 1 and 15 feet east of a shop.

920-132-1 2.41 miles vest along a paved road from the intersection of U. S. Day. 17 and State BTy.
305 in Seville, 1.72 miles north along a sand road frm the paved road, 30 feet east of
the sand road at a sawmill site.

921-104-1 5.38 miles north along John Anderson Hwy. from Cranoda Ave. in OSmnd Beach, 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 Granoda Ave. in Omna Beach, 130 feet weat
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 Tomk 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 Tmaok 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. Ivy. 1 from the Post Office at national Gardn, 25 feet
southwest of the edge of the concrete pavement of V. S. H1y. 1.

921-129-1 2.57 miles north along U. S. Hwy. 17 from State Hwy. 305 in Seville, 300 feet east of
U. S. Hwy. 17, in a pumphouse.

922-104-1 5.20 miles north along John Anderson Hwy. from Graoda Ave. in Orond Beach, 20 feet
west of John Anderson Hwy., 30 feet east of owner'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 Hwy.

973-107-2 U.30 mile south along Dixie Ewy. from High Bridge Rd. north of Ormnd Beach, 0.70 mdle
east along a trail from Dixie Hwy., 40 feet sooth of the trail n a sock enclosure.

923-108-1 0.30 mile south along Dixie Bwy. from High Bridge Rd. north of rmomd Beach, 130 feet
meat of Dixie Hwy., 2 feet north of a pumphouse.

95

TABLE .--Continued

Well n. 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 Bwy. 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 HEy., 9.6 miles north of Ormond Beach,
135 feet north of High Bridge Rd.

	Title Page
	Table of Contents
	Introduction
	Illustrations: figures, plate,...

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