Ground-water conditions in Orlando and vicinity, Florida ( FGS: Report of investigations 5 )

FLORIDA
STATE BOARD OF CONSERVATION
S. E. Ri.e, Supervisor rf Conservation
FLORIDA GEOLOGICAL SURVEY
Hrnpan hunter, Direjtr

REPORT OF IIJESTIGATIOYS

NO. 5

GDOUND-WATER CONDITIONS IN ORLAID'O AND VICINITY, FLORIDA

By

A. G. Unklesbay

Prepared by the Geologiial Survey, United States
Departnen. rf the Interior, in cooperation with the
ic',ida Golo.gi-al Survey and the
Corps of Er:;ineers, U. S. Arr.y

1944

4'00,

AGRI- r
CULWRAL
LIBRARY

i'

Contents

Manusiriot
page

Introduction .......... ....... ...... .....................* .....
Topography and drainage....... ................................
Geology.........,.... ..... ...,....... ........... ................ .
Geologin formations ..... ...... .........................
General statement......... .... ....... .................
Eocene.. .......................... ......... ..... .
M middle Eo ene .... ........... ...........................
Onala limestone............ ...... ,. .......... .....
Miocene.a ...... .... .... .. ... . .. ........ ... ......
Upper Mviocene .. ... ....... ... .. .... ... ..........
Hawthorn formation................ .. ..........
Pleistocene and Resent......,............... ...........
Structural geology.............. ...... ............. ....
Ground Water... ..., ...... ...... ..... ................... .....

General conditions..........*........ ..... .....
Piezometrie surfane.............................
Springs.... .......... ,.... ...... ..... ...........
Wells. ... .. ................. ...............
Supply wells.. .. 0.............. .... .. ........
Drainage wells................. ...............
Sanitary wells............. ... ...... ........
Exploration of drainage and sanitary wells.......
Method. .... ... .. ... .. ............... ..
Velocity measurements in wells...............
Possibility of pollution,........................
Table 1, Well records.............. ......... ...
Table 2, Water-level measurements.................
Bibliography ..... .. .. ... ... .. ,, . ... .. .. .

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Illustrations

Manuscript
page

Figure 1. Geologil section along line A-A' in Figures 7 and 9....... 62

2. Geologin section along line B-B' in Figures 7 and 9....... 63

3. Geologin section along line 0-C' in Figures 7 and 9....... 64

4. Graph showing fluctuations of water levels in three
Orange County wells.... ............................... 65

5. Map representing the piezometric' surface of Florida
and part of Georgia ...............,... ..,............. 66

6. Map of Orlando and vicinity representing the piezometric
surface (August 1930) and showing locations of wells.... 67

7. Map of Orange County and portions of adjacent counties
representing the piezometri. surface (August 1931) and
showing Incations of wells..,......,.................. 68

8. Map of Orlando and vicinity representing the piezometric
surface (August 1931) and showing locations of wells.... 69

9. Map of Orange County and portions of adjacent %ouities
representing the piezometrii surface (August 1943) and
showing locations of wells,............................... 70

10. Map of Orlando and vicinity representing the piezometric
surface (August 1943) and showing the locations of wells 71

11. Graphic representation of relative velocities of flow at
various depths in five sanitary wells and three drainage
wells ........ ,...... ........ .. ,, ........... ...... 72

--

INTRODJUCTIOr

This investigation was made for the purpose of manping the locations

of the numerous drainage and sanitary wells in Orlando and viinity, to

compile data ron.erning these wells, and to assemble geologic and hydro-

login information relative to the effect of such wells on the ground-water

resources of this area.

The investigation was under the general supervision of 0. E. Meinzer,

Geologist in Charge of the Division of Ground Water, U. S. Geologi'.al

Survey, and Herman Gunter, Director of the Florida Geological Survey, and

under the immediate supervision of V. T. Stringfield and H. H. Cooper, Jr.,

of the U. S. Geological Survey. Captain A. B. DeWolf, of the Corps of

Engineers, U. S. Army, made preliminary arrangements for the investigation

and gave many helpful suggestions.

During the field work much valuable assistance was given by Lt. Col.

J, P. Larsen and Exr. D. D. Riddle of the U. S. Engineers Offie at the

Orlando Air Base. Mr. F. L. Holland, of the Orange County Road and Bridge

Department, supplied information regarding County-owned wells, and aided

in the location of these wells. 'r. A,.B. Herndon, City Engineer, and

,r. Jesse Burkett, of the Orlando City Engineers Offi'e, furnished infor-

mation nonierning City-owned drainage and sanitary wells, and furnished

pumping equipment and operators during the well exploration. Valuable

suggestions were made by Miessrs. J, B.,Iiiller and Fred Eidsness of the

Bureau of Sanitary Engineering, Florida State Board of Health. Well logs

and cuttings of numerous wells were supplied by Mr. Clyde Freeman, of

Libby and Freeman Company, and Mr. J, E. Cousins, of Layne-Atlantii

Company, Mr, .Freeman also gave freely of his time to aid in the location

of many of the wells.. The altitudes of the measuring points

on many wells used for water-level observation were determined by

leveling parties supplied by the U. S. Engineer Department.

TOPOGRAPHY AND DRAINAGE

Orange County may be roughly divided into three physiographic

regions. The eastern part of the County, between the St. Johns and

E-onloikhatnhee Rivers, is a relatively flat lowland ranging in

altitude from about 10 feet along the St. Johns River to as much as

60 feet in the area just east of the Econlookhathhee River. This

lowland contains many swamps and marshy areas. Most of the lowland

is drained by eastward flowing tributaries of the St. Johns River, but

the extreme western part is drained by short tributaries of the

Econlookhat 1hee.

The region west of the Ennnlookhatehee River, extending nearly

to Orlando, consists of a series of northwest trending, parallel,

elongate ridges and intervening elongate low areas. Altitudes in

this region range from 50 to 80 feet. The northern portion of the

region is drained by a branch of the E.onloe.khatn.hee, and the southern

portion is drained into Lake Hart, Lake Mary Jane, and other smaller

lakes

Except for the lowland area in the headwater region of the Wekiva

River, most of Orange County west of the region of parallel ridges

is a rolling upland whinh extends northward and westward into Seminole

and Lake Counties, and southward and westward into Osneola and Polk

on many wells used for water-level observation were determined by

leveling parties supplied by the U. S. Engineer Department.

TOPOGRAPHY AND DRAINAGE

Orange County may be roughly divided into three physiographic

regions. The eastern part of the County, between the St. Johns and

E-onloikhatnhee Rivers, is a relatively flat lowland ranging in

altitude from about 10 feet along the St. Johns River to as much as

60 feet in the area just east of the Econlookhathhee River. This

lowland contains many swamps and marshy areas. Most of the lowland

is drained by eastward flowing tributaries of the St. Johns River, but

the extreme western part is drained by short tributaries of the

Econlookhat 1hee.

The region west of the Ennnlookhatehee River, extending nearly

to Orlando, consists of a series of northwest trending, parallel,

elongate ridges and intervening elongate low areas. Altitudes in

this region range from 50 to 80 feet. The northern portion of the

region is drained by a branch of the E.onloe.khatn.hee, and the southern

portion is drained into Lake Hart, Lake Mary Jane, and other smaller

lakes

Except for the lowland area in the headwater region of the Wekiva

River, most of Orange County west of the region of parallel ridges

is a rolling upland whinh extends northward and westward into Seminole

and Lake Counties, and southward and westward into Osneola and Polk

Counties. Within Orange County, the upland ranges in altitude from

70 to 140 feet and has a maximum local relief of about 50 feet. This

upland area contains numerous closed depressions, many of which con-

tain lakes or ponds. Some of the depressions, especially the steep-

walled ones, appear to have originated as the result of lo.al sub-

sidenre of underlying formations consequent to the collapse of caverns

and solution channels in the substratal marls and limestones. There

is very little surface drainage in the upland area. vith the exception

of drainage into Howell Creek and Wekiva River, which flow northward

and eastward to the St, Johns River, and of drainage into Shingle and

Reedy Creeks, which flow southward to the Kissimmee River Basin, all

natural drainage is into the closedd depressions, Probably many of

these depressions are drained by seepage through pervious material

into the underlying limestone.

GEOLOGY

Geologic Formations

General

Orange County is mantled by unconsolidated sand and clay, and

although the topography varies from a gently undulating lowland to a

rolling upland, there are very few exposures of the underlying

formations. The closed depressions in the upland, which might be

expected to provide, exposVres, are either filled with water or mantled

Sby sand. Sandy, phosphatic limestone of the Hawthorn formation is

Counties. Within Orange County, the upland ranges in altitude from

70 to 140 feet and has a maximum local relief of about 50 feet. This

upland area contains numerous closed depressions, many of which con-

tain lakes or ponds. Some of the depressions, especially the steep-

walled ones, appear to have originated as the result of lo.al sub-

sidenre of underlying formations consequent to the collapse of caverns

and solution channels in the substratal marls and limestones. There

is very little surface drainage in the upland area. vith the exception

of drainage into Howell Creek and Wekiva River, which flow northward

and eastward to the St, Johns River, and of drainage into Shingle and

Reedy Creeks, which flow southward to the Kissimmee River Basin, all

natural drainage is into the closedd depressions, Probably many of

these depressions are drained by seepage through pervious material

into the underlying limestone.

GEOLOGY

Geologic Formations

General

Orange County is mantled by unconsolidated sand and clay, and

although the topography varies from a gently undulating lowland to a

rolling upland, there are very few exposures of the underlying

formations. The closed depressions in the upland, which might be

expected to provide, exposVres, are either filled with water or mantled

Sby sand. Sandy, phosphatic limestone of the Hawthorn formation is

exposed at Rook Spring, about five miles north of Apopka, and red

clays, which are probably residual from the Hawthorn,' are exposed in

several clay pits in the northw~ternr part of the County.

In the nbsenco of sufficient exposures, information regarding

the characteristics of underlying formations must be obtained from

studies of well cuttings. Such studies indic'-to, that the formations

penetrated by wells in Orarlge County and ndj.acent regions are, in

nsconding ordor; middle Eocene limestone, Oc9la limestone (upper

Eocuno), Hawthorn formntiou (lovwr Miocene), rmrl b..ds which n.-y be

of Choctnwhatohoe r : (upper fiocenia), and surficiil sRnd t'nd clay

(Ploistocenu and Rec..;nt).

Eocene

In public-atisns that -:pposar.d prior to 1937, all Eocene iime-

stones penetrated by we31s in central Florida were generally referred

to the Ocala. Although it was genera-lly recognized that the lower

part of the section penetrated contained bads older than typical Ocala

limestone, the term Ocal! had not been restricted, and.the contact

between the Ocala and underlying beds had not boon defined.

Stringfield (1936) stated:

"The lithilogy of the Ocala and the underlying Eocene
rooks is similar, and it is therefore necessary to dis-
tinguish the two units on the basis of a study of the
fossils collected from the well cuttings. No diagnostic
fossils have beeon reported near the contact, and the lower
limit of the Ocala has therefore not been definitely
determined."

Geologin formations penetrated by wells in Orange County

Age Formation Thickness Charaeter

SPleistomenoe 0-100

S Upper i
Miocene? Chotawhatethee? 30-40

Lower
Miocene

Hawthorn

45-200

.~4.N. 1-cCl

Upper
Eocene

0oalat
Lime stone

0-120
i

Chiefly un.onsolidated
sand interbedded with
ilay. Yields water to
shallow wells.

Light to dark gray shell
marl.

Interbedded marl, sandy
phosphati, marl, .on-
glomerat i l limestone,
^lay, and silty limestor,
Water undar artesian
pressure.

White to nream, porous
foraminiferal limestone.
Important artesian
aquifer.

Vhite to ream, porous
foraminiferal limestone.

Light buff to brown,
porous to dense, re-
irystollized limestone.
Important artesian aqui-
fHr.

Middle
Eocene

i

Undiffer-
entiated

200
!

550-?

!

Ren an !

. . : : :. '

I -'

I- --

'- --

-~I -----

: -q .- .- --- "1 1 N = w" ---v : j ,

9

Stubbs (193?) tentatively assigned a middle Eocene age to a zone which

he called the "Coskinolina Zone." According to Stubbs, this zone

".. lies directly below the Ocnla formation" and well cuttings

from it ". .. revealed a predominance of thi Foraminifer Coskinolina

and an absence of typical Ocaln Foraminifera." The forms referred

to Coskinolina by Stubbs are now recognized as Dictyoconus cookei

(Moberg). Cole (1941 and 1942), reporting on wells in Polk and Levy

Counties, used the uppermost occurrence (within the Eocene) of

Dictyoconus cookei (Moberg) to define the upper limit of the middle

Eocone. At the same time, he divided the middle Eocene into seven

zones, the uppermost of which he called the Dictyoconus cooksi zone,

Later (1944) Cole included this zone, with others, in the Lisbon

formation as extended westward from Mississippi and Alabama.

Middle Eooene

Logs of three wells in Orange County that are 1,000 feet or more

in depth indicate that the middle Eocene limestone is at least 750

feet thick and that it may be roughly divided into two distinct

portions.

The lower portion is at least 550 feet thick and consists of

light to dark brown, porous, recrystallized, dolomitic limestone,

with a few irregularly spaced beds or lenses of dense, reddish brown,

cherty limestone. Disseminated throughout this lower portion are

numerous minute inclusions of pyrite, and a few molds and casts of

small molluscs, Owing to recrystallization, however, the fossils

cannot be identified.

The upper portion is about 200 feet thick and consists almost

entirely of porous, white to aream, highly fossiliferous, forami-

niferal limestone, in which Diityoconus iookej is very abundant,

Interbedded through this upper portion are thin beds of light buff,

porous, renrystallized limestone.

The permeability of the middle Eonene limestones allows circu-

lation of water, and the circulating water has formed naverns and

channels which are often encountered in drilling. The recrystalliza-

tion so prevalent in these limestones is due to the precipitation of

material from mineralized solutions and the deposition of this

material in interstices in the rocks,

Ocala limestone

The term, Ocala limestone, is here applied to the Eocene lime-

stone above the top of the middle Eocene as defined by Cole (1941 and

1942). The Ocala is penetrated by most wells in Orange County, but a

few scattered wells, whith appear to have been drilled in sinkholes

or solution cavities, enter middle Eonene beds immediately beneath

the Hawthorn. In such wells the interval normally onnupied by the

Ocala and upper beds of the middle Eocene consists of a heterogeneous

mixture of Hawthorn marl and limestone with irregularly disseminated

small fragments of Unala and middle Eocene limestone (see well 82 in

figure 3). The logs of wells that penetrate the Onala indicate that

it ranges in thickness from. 4 to 120 feet. As the contact between

the Ooala and the underlying middle Eocene limestone appears to be
N.

conformable, the variations in thickness of the Ocala suggest that it

was subjected to surface erosion prior to the deposition of the

Hawthorn.

The O0ala in Oala in Orange County is similar to the Ocala exposed

in other parts of Florida and consists of white to cream, porous,

relatively pure limestone, composed almost entirely of foraminifera

tests, It also contains molds and lasts of larger molluscs and echi-

noids. The permeability of this limestone allows free nirnulation of

water, and the solvent action of the water has resulted in the formation

of subterranean cavities and channels.

Mionene

Upper Mionene

There is some uncertainty regarding the presence of upper Miocene

deposits in Orange County. Cooke and Mossom (1929) do not map, or

mention the oncurrence of, deposits of this age in this area.

Stringfield (1933) mentions the occurrenne of the upper Mimene

Chontawhatnhee formation in Orange County but does not give informa-

tion nonrerning its thickness or area extent.

A few of the wells in the County penetrate 30 to 40 feet of shell

marl immediately under the surfinial sand. This marl contains molluscs

and foraminifera which appear to be contemporaneous with Chontawhatthee

forms, but proof of this age relationship will require detailed exami-

nation of many well cuttings. The shell marl may represent highly

fossiliferous portions of the Hawthorn, or it may actually be a deposit

of Ohontawhatihee time. As the shell marl has been reported in only

a few wells, its area extent is not known. In the profiles ai.ompa-

nying this report (figs. 1, 2, and 3) this marl is tentatively

referred to the Hawthorn formation.

Hawthorn formation

The Hawthorn formation, whinh unionformably overlies the O'ala

limestone, consists of a series of sandy, phnsphatin marl beds and

interbedded layers of limestone. It ranges in thickness from 45 to

nearly 200 feet. The thickness is dependent upon the surface elevation

and the irregularities in the surface of the O.ala.

The lower part of the Hawthorn is predominantly a light buff to

greenish gray, silty, granular limestone whioh ncntains many small

brown phosphatio grains. This limestone appears to be interbedded

with thin layers of sandy phosphatin marl,

The upper part of the Hawthorn consists of alternating beds of

gray, sandy, phosphatin marl and very fine, thinly laminated, al-

nareous noly, A well indurated, coarsely nonglomeratin limestone is

penetrated at irregular intervals in many of the wells. This non-

;lonerate consists of a gray limestone matrix .nntaining quartz sand,

phosphate pebbles, fish teeth, and rounded, solution-pitted fragments

of bluish-gray limestone.

The only indurated rook exposed in Orange County is a nart of

the Hawthorn formation. Rook Spring, about five miles north of

Apopka, issues from a nave-like opening at the base of a vertical

bluff in which a thickness of about 15 feet of buff to brown, sandy,

phosphatic limestone is exposed. Wekiva Spring, about three miles

northeast of Apopka, also issues from an opening in the Hawthorn

formation, but the opening is belew the water level. Elsewhere in

the northwestern part of Orange County, rod clays, which are probably

residual from the Hawthorn, are exposed in several clay pits.

Some of the sand and limestone beds of the Hawthorn formation

are fairly permeable and will therefore yield small quantities of

water to wells. However, the Hawthorn also contains relatively im-

pervious layers of marl and clay which act as confining beds for the

artesian water in the Oola and middle Eocene limestones. Although

Rock Spring and Wekiva Spring issue from openings in the Hawthorn,

this formation may not be the source of the water. Probably the water

flowing from these springs comes from the Ocala aid middle Eocene

linmstones, and flows to the surface through crevices and solution

channels in the Hawthorn.

Pleistocene and Recent

Overlying all other formations in most of Orange County and large

portions of adjacent counties is a covering of unconsolidated sand

interbedded with clay, which ranges in thickness from a few inches

to nearly 100 feet. The sand yields small quantities of water to

shallow driven wells,

Structural Geology

Orange County lies on the southeast slope of the Ocala uplift,

where the general dip of the Ocala and middle Eocene limestones is

southward and eastward. Structural features cannot be determined from

the altitude of the upper surface of the Ocala because this surface is

irregular owing to solution and erosion. However, the top of the

middle Eocene is more regular, and its shape, as determined from

studies of well logs, suggests that a minor structural basin exists

in the vicinity of Orlando. Other minor .structural features may exist,

but they cannot be determined until more subsurface data is obtained.

GROUND 'ATER

General Conditinns

Small supplies of vwter are obtained from shallow wells ~fding

in the surficial sand, but the water from these wolls is often colored

and is susceptible to pollution by seepage from the surface. Also,

some wells obtain moderate quantities of water from pervious layers of

the Hawthorn formation. However, the principal water-bearing forma-

tions of Orange and adjacent courtties are the Ocala and middle Eocene

limestones.

The water in the Ocala and middle Eocene limestones is under

artesian pressure, that is, when the confining beds are perforated

it will rise in the well to a level higher than the top of the water-

bearing bed. In the lowlands along the St, Johns River, in eastern

Orange Uounty and northeastern Seminole County, and around the margins

of Lake Apopka, the water in wells penetrating the Eocene limestone

will rise above the land surface. Also water in wells penetrating

these limestone will rise above the surface in the lowlands of

Oscenla County in the headwater region of the Kissimmee River. Some

of the drainage wells in OrlandA and vicinity have flowed during

periods of heavy rainfall. In the summer of 1930, well 47, a drainage

well nortbwest of Orlo Vista, began to flow and flooded the highway

to a depth of about two feet. At the same time, some of the wells in

southeastern Orlando ceased to drain water and allowed streets to

become flAoded.

Measurements made during th3 last fourteen years show that the

water levels in Orlando and vicinity fluctuate considerably. AFctors

contributing to these fluctuations are: variations in rainfall in

areas where the formations are recharged naturally or artificially

through wells; changes in the rate of pumping from wells; and changes

in atmospheric pressure, -FltUuaxtions of the water levels in three

wells in Orange County are shown graphically in figure 4. In this

graph, measurements of water levels aro indicated by small niroles,

and the probable general trends are represented by broken lines. The

rainfall values shown on thls griph represent averages of the monthly

totals re neded at Weather Bureau Stations at'Orlando and Orlando Air

Base in Orange County, and at Lakeland, winter Haven, and Lake Alfred,.

in Polk County. These rainfall stations were selented be~ausa the

water-level flutuations in Orlando and vicinity are related to

variations in rainfall not only at Orlando but also ova the natural

recharge area whinh extends over Polk County and parts of Orange,

Highlands, and Lake Counties.

The highest stage for which water-level measurements are available

occurred in the summer of 1934, and the second highest in the summer

of 1930, The lowest stage for whi-h measurements are available

occurred in the spring of 1933, but measurements made during the

summer of 1943 indicate a stage nearly as low as that of 1933.

Automatic water-level recording instruments have been installed

on well 47, near Orlo Vista, and on wells 923 and 224 it the Orlando

Air Base. It is intended that these recorders be maintained indefinitely

to obtain continuous records of water-lnvel fluctuations.

Piozomotrin Surface

The height to which water will rise above mean sea level in

tightly cased wells penetrating the Ocala and mid-Eocene limestones

in Florida and part of Ueorgia is shown by the contour lines in

Figure 5. The imaginary surface represented by those contour lines

is called the piezometrin surface. In order to plot a map of the

piezomotric surface for a given area, measurements of the static water

levels, in feet above or below a fixed reference point, are made on

a number of wells throughout the area. The altitudes of the reference

points are determined and the water-level measurements are added to

or subtracted from these altitudes to obtain the altitude of the water

levels in the wells. These water-level altitudes are then used as

controls in plotting the contour lines representing the piezometric

surface,

As the water levels fluctuate the piezometrin surface changes

in shape and altitude, and when represented for any one time shows

only approximately the conditions for any other time. Although the

general form of the surface is constant, variations in local conditions

may cause some change in details from time to time. In general, areas

where the piezometric surface is hih are regarded as areas of recharge

and areas where it is low are regarded as areas of discharge. The

horizontal movement of the water in the aquifer is in general from

the hihi areas of the piezometric surface toward the low areas in

directions normal to the contour lines, Thus it ncn be seen from

Figure 5 that the movement of the water in Orange County is in general

toward the northeast..

The lat region of Orange County is part of a large recharge

area which extends over most of Polk County and into the lake region

of northwestern Highlands County and south-eontral Lake County.

Water-level measurements have been made in Orlando and vicinity

at various times in the past. From measurements made by Stringfield

in 1930 and 1931, and measurements made during this investigation,

maps representing the piezometrin surfaces for May 1930, August 1931,

and August 1943 have been plotted. A study of these (Figs, 6-10)

shows that the general shape of the piozometric surface is persistent,

but that it varies from time to time in altitude and in local details.

Anotable eharanteristic of the piezometric surfaces shown in Figures

7 and 9 is tle shelf-.like feature in the vicinity of Orlando. This

feature results from local recharge through the drainage wells.

The piezometric surface for August 1930 is representative of

high water levels, and its most striking feature is the mound in

southeastern Orlando. This mound is undoubtedly due to recharge through

drainage wells and lakes,

Figures 7, 8, 9, and 10 represent the piezometric surface as of

August 1931 and August 1943. Its general shape at these times was

approximately the same except that in 1931 was higher. The mound in

southeastern Orlando, so prominent in 1930, was not present in 1931

and 1943, but a anall spur in the same area indicates that the shape

of the surface is influenced by local recharge even at tim3s of low

water levels.

The Ocala and middle Eonene limestone have.bi-n separated

geologically on differences in texture, color, and fossil content.

Hydrologically, however, they appear more or less as a unit, that is,

the water levels in wells drilled into the upper part of these lime-

stones rise to the same heights as in walls drilled to deeper horizons.

In order to determine and study the relationship between the

water in upper and lower portions of the Eocene aquifer, two wells

were drilled at th3 Orlando Air Base. One of these, well 223, is

453 feet deep and is cased to 180 feet; the other, well 224, is 1,000

feet deep and is cased to 569 feet. Records from automatic water-level

recorders installed on both wells indicate that the water in the two

wells rises to the same level, and that the water levels are affected

similarly and simultaneously by the pumping of nearby walls. This

shows that the upper and lower parts of the aquifer are under equal

artesian pressure and that there is probably free vertical exchange of

the water within the aquifer.

Springs

Two large springs, whiih yield water from openings in the Haw-

thorn formation, m.ur in Orange County.

Rook Spring, about five miles north of Apopka, in the north half

of section 15, T. 20 S., R. 28 E., is one of few springs in Florida

whinh issue from an opening above the water surface. This spring

issues from a nave-like opening at the base of a 15-foot vertical

exposure of brown, phosphatio, sandy limestone, and flows into Rook

Spring Run and thenne into the Wekiva River. The discharge of the

spring is about 50 to 60 second feet.

Wekiva Spring, about three miles northeast of Apopka, in the

northeast portion of section 36, T. 20 S., P. 28 E., issues from an

opening below the water surface and flows into the W 'kiva River. The

discharge from this spring is about 65 second feet.

Sanlando Spring is smaller than either of the springs mentioned

above. It is in Seminole County, near the border between sections 2

and 3, T. 20 S., R. 29 The opening of this spring is below the water

surface, and overflow from the spring basin flows into the Little

Wekiva River.

Wells

Wells have been constructed in Orange County for two purposes:

to obtain water and to dispose of water. A few wells hqve been non-

strunted to serve both purposes, that is, they are used to obtain

water for irrigation during dry seasons and to drain surplus water

during wet seasons,

Supply Wells

With the exception of a few wells ending in the surfinial sand,

and a few drawing water from the pervious layers of the Hawthorn

formation, the supply wells of Orange County are drilled into the

c0ala and mid-Eo ene limestones. Most of the privately-owned supply

wells used to obtain water for domestic and irrigation purposes are

less then 200 faet deep. tells used for industrial or municipal

supplies range in depth from 200 to 1,000 feet.

During the present investigation emphasis was placed on the

collection of information relating to drainage and sanitary wells.

Annordingly, the Table of Well Reamrds (Table 1) an ompanying this

report contains Information nn only a few supply wells.

Drainage Wells

Annording to Sellards (1908, p. 62-63 and 1910, p. 71) and

Stringfield (1953, p. 21), the first drainage well in Orange County

was drilled about 1904. In April of that year, a sinkhole (probably

Lake Greenwood), whi^h had previously carried away surplus surface

water through its connections with underground drainage channels,

became logged, and a considerable area in southeastern Orlando was

flooded by heavy rains., After several unsurccessful attempts to reopen

the sink, a drainage well was drilled as an experiment, In August,

a two-inch test vell was drilled, and it proved suteessful enough to

warrant the construction of larger wells, The next year two more wells,

one 8-innh and one 12-innh, were completed and these drained a large

part of the flooded area. Those wells, however, were not sufficient

to drain the area completely, so in the winter of 1906 two more 12-inch

wells were onstruited, and by February 1907, a fourth 12-inch w-ll

had been completed, By the end of March 1907, the water was almost

bark to its normal level.

In the following years many wells were drilled for drainage, not

only to dispose of surplus water during storms, but also to lower and

control lake levels, and to drain lowlands rmd swamps to make additional

land suitbblo for cultivation. Sanitary wells were also constructed

to drain away the effluent from septic tanks.

The most intensive period of drainage well construction was

during the years 1926, 1927, and 1928, but such wells were still being

drilled in 1943. In August 1943 at least 182 drainage wells were in

operation in Orlando and vicinity. These may be grouped as follows':

90 Storm drainage wells, owned by the City of Orlando.

40 Storm, swamp, and lake drainage wells, owned by
Orange County.

12 Drainage wells at the Orlando Air Base.

40 Privately- and munintipally-owned .drainage wells used
for various purposes, including at least one used
to dispose of citrus parking waste.

Structural Geology

Orange County lies on the southeast slope of the Ocala uplift,

where the general dip of the Ocala and middle Eocene limestones is

southward and eastward. Structural features cannot be determined from

the altitude of the upper surface of the Ocala because this surface is

irregular owing to solution and erosion. However, the top of the

middle Eocene is more regular, and its shape, as determined from

studies of well logs, suggests that a minor structural basin exists

in the vicinity of Orlando. Other minor .structural features may exist,

but they cannot be determined until more subsurface data is obtained.

GROUND 'ATER

General Conditinns

Small supplies of vwter are obtained from shallow wells ~fding

in the surficial sand, but the water from these wolls is often colored

and is susceptible to pollution by seepage from the surface. Also,

some wells obtain moderate quantities of water from pervious layers of

the Hawthorn formation. However, the principal water-bearing forma-

tions of Orange and adjacent courtties are the Ocala and middle Eocene

limestones.

The water in the Ocala and middle Eocene limestones is under

artesian pressure, that is, when the confining beds are perforated

it will rise in the well to a level higher than the top of the water-

bearing bed. In the lowlands along the St, Johns River, in eastern

Orange Uounty and northeastern Seminole County, and around the margins

The wells used for storm and swamp drainage range in depth from

120 to 1,000 feet, and are vased to depths ranging f'om 74 to about

400 feet. They range from 5 to 18 inches in di'mater,

The range of depths to which drainage wells are drilled and

cased shows that surface water is being introduced into a considerable

thickness of Ocala and mid-E~cene limestones and into the lower portion

of the Hawthorn formation Drillers' records indicate that some of

the wells end in open cavities and that others penetrate only permeable

limestone, In either case the drained water mingles with, and becomes

part of, the ground water, and moves in the direction of the slope

of the piezometric surface. At a time when a large quantity of wat.r

is entering a well, a slight mound is created in th3 piezometric

surface in the immediate vicinity of the well so that the drained

water moves for short distances in all directions from the well.

The capacity of a drainage well is dependent upon the diameter

of the well, the permeability of the receiving formation, and the

head under which water flows into the well. The cnpacities of the

wells in Orlando and vicinity range from less than one hundred to as

much as several thousand gallons a minute. Well 50, at the southeast

edge of Lake Lawne, is reported to have a cnpnaity of 9,500 gallons a

minute (Stringfield, 1933, p.' 22),

Si S -anitary Wells

The term, sanitary well, is used to designate a well which receives

sewage or the effluent from septic tanks or sewage treatment plants,

There are at least eighteen sanitary wells in Orl-ndo end vicinity.

Seventeen of these, owned by the City of Orlando, are used to drain

septic tanks at cloven scattnred localities in the City. Records of

total depths and depths of casing are not available on 41 these wells,

but those for which rnnords are available range in depth from 231 to

863 feet, and are cased to depths ranging from 67 to nearly 400 fe3t.

The casings in these wells range from 8 to 12 inc.hes in diameter.

In addition to the seventeen wells owned by the City, another

owned by the Army receives effluent from the sewage treatment plint

of the Orlando Air Base. This well is 431 feat deep 9nd is basedd to a

depth of 183 feet with 10-inch casing.

As these sanitary wells are widely separated, and as they range

greatly in total depth and depth of easing, it is evident that septic

tank and sewage treatment effluent is boing introduced into a con-

siderable area and thickness of Ocilq and mid-Eonene limestone. A few

of the wells v ich are not deeply icsed probably introduce some effluent

into the lower part of the Hawthorn formation.

Exploration of Drainage and Sanitary Wells

One of the most frequently asked questions connerning drainage

and sanitary wells is "Where does all the water go?" The water entering

such wells mingles with, and becomes part of, the ground-water supply,

but it is desirable to know at what levels the water is being absorbed

by the underlying formations. Although drillers' records show how much

of a well' is cased and how much is uncased, no information has been

available to indicate the depths of the strata that actually absorb

drainage water and sewage effluent. To obtain such information eight

wells in the vicinity of Orlando were explored with a deep-well current

meter,

Method

The deep-well current meter used consists of a srew-propeller-

type rotor mounted, with its axis vertical, on a pointed bearing

inside a iylindrinal brass case. The upper end of the rotor axis is

an eccentric shaft ihieh touches a contact wire each time the rotor

revolves, thus opening and elosing-an electric circuit. The contact

wire is attached to a binding post which is insulated from the meter

case, The meter is enclosed in a five-foot length of three-inch pipe,

which protects it and prevents it from being carried into scverns by

the velocity of the water, The assembly is lowered into the well at the

end of a double-conductor cable.. This cable consists of steel wire

wrapped around a orje of insulated popper wire. The .cpper wire is

connected to the binding post on the contact chamber and forms one
*\. .* *.

side of the electric nirnuit; the steel wire is connected with the

three-inch pipe, whinh is in enntqnt with the ease of the meter, and

forms the other side of the 'nirnuit. The electric current is provided

by a dry-nell battery, and a headphon connected into the circuit pro-

dunes sound eash tima the rotor revolves. Water flowing through the

meter will cause the rotor to revolve at a rate proportional to the

velocity of the water,

In use, the metar assembly is lowered into a wall a few feet at

a time, and the revolutions of the rotor at the several depths are

timed with a stop wateh. The rate of revolution at the various depths

indicates approximately the relative mean velocities of water at those

depths. The interpretation of the observations is based on the ex-

pression, q = av, in which g is the quantity of water per unit of time,

a is the' ross section area of the well, and v is the mean velocity of

the water passing through the well. Throughout that portion of a well

which is lined with tight easing of the same diameter the velocity

should be the same, inasmuch as the quantity of water moving through

that portion must be the same at all depths and the crossrsecttion area

is constant. However, in the uncased portions of a well differences

in velocities nt various depths may be due either to differences in

the cross-seation area of the well or to differences in the quantity of

water moving through it.

The observed relative velocities in drainage and sanitary wells

are not as consistent as those in flowing wells because the Aurrent

meter ensemble wab designed to measure upward flow of water instead of

dowhnwrd flow, and because the fall of water from the mouth of the well

apparently produces turbulence to a considerable depth,

A progressive decrease in velocity with increasing depth indicates

that the water entering the well is being absorbed by the surrounding

formations. When a level is reached below which the velocity is non-

sistently zero, it seems reasonable to assume that the water entering

the mouth of the well is not passing below that level and must there-

fore be leaving the well and entering the formations above.

Velocity Measurements in Wolls

During this investigation, five sanitary wells (Nos. 9, 19, 80,

110, and 146c) and three drainage wolls (Nos. 91, 93, and 94) were

explored, and the results are shown graphically in,Figure 11. In this

figure nre Ehown the reported drilled deoth of each well, the reported

depth of easing,' and the velocities of the current meter plotted acnord-

ing to depth. In all cases, it was impossible to exnlore the total

drilled depth because in some wells obstructions prevented the passage

of the current meter, and in others the lower portion was apparently

filled with sediment. However, in wells 80, 93, and 94, pra.ti.ally

the entire drilled depth was explored.

teoll 9, in southeastern Orlando, at the southwest edge of Lake

Davis, receives effluent from a septic tank. This w311 is reported

to have been drilled to a depth of 811 feet and cased with 8-inch

easing to a depth of 67 feet. At the time of exploration, an obstruc-

tion was eneountere- in the well at a depth of about 610 feet so that

no volocity measurements were made below that depth, A'gradual decline

in ;'velocity was noted between depths nof 60 nd 160 feet, and below

1.60- feet the~velocity wa consistently. zero t .appears, therefore,

that the septic tank effluent entering this well is being absorbed by

the formations between altitudes of 10 feet above and 90 feet below

sea level.

Wells 19 and 146' are on the south side of South St., west of Farn

Croek, at the Jouth Street Imhoff tank of the city of Orlando. With

two other wells, they receive effluent from this tank. Well 19 is

reported to be 865 feat deep and cased to 408 feot with 8-in-h casing,

The downward flow through the easing of this well was apparently

irregular, probably due to changes in the diameter of the casing, or

to defeats in the casing resulting from norrosion. Below the bottom

of the casing, the velocity was irregular but gradually decreased to

zero between the bottom of the casing and a depth of 468 feet and

remained so through the rest of the depth explored. Thus, it seems

that this well is, introducing septic tnnk effluent into the limestone

in the interval between 325 and 400 feet beloW soa level. If the

irregularities in flow through the casing are due to defects caused by

corrosion, there may also be some effluent leaving the well above the

bottom of the casing.

Thedepth of well 146c and the depth to which it is cased are not

definitely known, but it is reported to have been drilled to about 700

feet. This well is located about 50 feet south of well 146b, and its

mouth is at a lower elevation than the mouth of that well. These two

wells are. connected by underground cavities or channels in such a way

that when well 146b is receiving large quantities of effluent well 146c

becomes filled to overflowing, and the affluent flows upward through

4t and drains through a'ditch into Fern Creek and_ thence into Lake

Gra'nwood, whiih is drained by a group of five wells. At the tinm of

exploration, this upward flow was taking place in well 146n, and the

flow measured was upward instead of downward. Howiver, from a depth

of 130 feet down to 215 feet, where an obstruction was encountered,

there was no flow. The lank of flow at this depth is believed to indi-

cate that the formations below 130 feet are not receiving effluent in

appreciable quantities.

Uell 110 is in west-central Orlando, near the intersection of

Amelia Avenue and .'estmorelnnd Drive. It is one of two wells in this

locality used to drain a septic tank located beneath Amelia Avenue. This

well is 500 feet deep and is cased to a depth of 131 feet with 12-inch

casing, Below the bottom of the casing, the velocity of downward flow

varied greatly, probably due to variations in the diameter of the well.

However, it became zero at a depth of 165 feet and remained so through

the rest of the explored depth,. indicating that the effluent introduced

into the well is entering the formations in the interval between 25

and 60 feet below sea level.

Well 80 is on the north edge of a small lake northwest of the

'Orlando Air Base Sewage Treatment Plant, and receives effluent from

this plant. It is 431 feet deep, 10 inches in diameter, and eased to

a depth of 183 feet. No progressive decrease in velocity was noted in

this well, Instead, the rotor of the meter continued to revolve

throughout the explored depth and varied through a wide range near the

bottom. Accordingly, it. is probable that the entire uncased portion of

this well is introducing sewage plant effluent into a 825-foot thickness

of Oeala and mi dle iEoneeto imstone between 75 and 300 feet below sea

1evo;

29

Well 91 is at the Orlando Air Base, in the east side of A Avenue

at the intersection of Sixth Street. It is 800 feet deep, and the 6-inch

easing extends to a depth somewhere between 150 and 180 feet. This well

is used for general drainage of streets and storm run-off. The veln.ities

observed within the casing of the well were mu.h more irregular than in

other wells. This may have been due to the fast that the diameter of

the sasing was only slightly larger than that of the meter tube, so

that changes in the position.of the meter assembly may have caused the

flow to be more irregular or turbulent. An obstruction was encountered

at a depth of 312 feet, and some flow was indicated at this delth.

Hence, the lower limit of the downw-rd movement of the water is below

the depth of 312 feet, which is 215 feet below se. level.

Well 92, also at the Orlando Air Base, is at the northwest corner

of A and First Avenues, about 250 feet south-southwest of well 91. Like

well 91, this well receives general street drainage and storm run-off.

It is reported to hnve been drilled to a depth of 350 feet 'nd is

cased with 12-inch casing. The depth of the easing is not kno.n, but

changes in velocity observed during the exploration suggest that it

is about 175 feet, Below 175 feet, the velocities observed were

irregular, and no zone of zero velocity was found in the explored portion

*of the well. As an obstruction was encountered at 319 feet, the lower

limit of flow in this well is not. known.

Well 94 is on the.northwest edge of a snill lake, north of the

Qrlando Air Dase Laundry. VWste water from the laundry is emptied

into the lake, which in tura overflows into the well. This well is

482 feet deep and is cased for 221 feet with 8-inch casing. Exploration

revealed a progressive decrease in velocity from a depth of 200 feet

to 390 feet, below which it remained at zero. Seemingly, therefore,

this well is introducing laundry waste into the surrounding formations

through an interval between the altitudes of.100 and 275 feet below

sea level.

Possibility of Pollution

The possibility of pollution of the ground-water supply by the

use of drainage wells has been mentioned by Sellards (1908, pp. 64-67,

and 1910, p. 169) and Stringfield (1933, pp. 22-23).

In regions underlain by porous or cavernous limestone, the use

of sinkholes or drainage wells to dispose of sewage or surplus surface

water constitutes a threat to supply wells drawing water from the

limestone. Water which drains from roadside ditches or street gutters,

and especially that discharged from septi. tanks, is almost certain

to be polluted, and the freedom of circulation alloed by cavernous

limestones may permit such waters to enter supply wells without being

subjected to filtration, This threat is especially great for wells

located down the slope of the piezometric surface from the drainage wells.

Recent outbreaks of typhoid Fever and gastro-enteritis have

resulted from pollution of private and municipal water supplies in

Fillmore and Olmstead Counties, Minnosota. The pollution of these

supplies was traced to sinkholes and stone quarries through which

partly treated sewage and excreta were being introduced into the

limestone aquifer which yielded water to ths supply wells (Kingston,

1943), Several rcses of pollution In Orange County, seemingly due to

drainage wells, have been reported but are not supported by fartul

data,

The purpose of this investigation has been to obtain geologic

and hydrologic information relating to the possibilities of pollution.

Further chemical and ba^teriological investigations are desirable, and

it is expected that the State Board of Health will make such studies.

There has been a somewhat prevalent idea that all the drainage

wells in Orange County were relatively shallow nnd that therefore deeper

wells should be safe from pollution. Data herewith presented indicate

that drainage wells as deep as 1,000 feet, and sanitary wells exceeding

850 feet, are in use. The depth of casing in these wells ranges from

67 to 400 feet, Exploration of several wells indicates that water

from them is entering the surrounding formations at depths ranging from

70 to at least 400 feet, and that in the deeper wells it may go to

greater depths.

Geologin studies hnve indicted that the formations penetrated by

the drainage wells are porous and contain ramifying solution channels.

The interconnected pores and solution thannals allow free circulation

of the water. Equal artesian pressures in the lower and upper portions

of the aquifer will permit interchange of water batwemn the upper and

lower parts of the formation. The general horizontal direction in which

this water moves after entering the aquifer is determined by the shape

of the piezometric surface.

The piezometric surface in Orange County has a general northeast-

ward slope. However, the ioncentration of drainage wells in and around

Orlando appears to contributee to the res-hrge in sufficient quantities

to niuse a lonal flattening of this surface, and at timos of heavy

rainfall, aresat a small mound in it in southeastern Orlando. Within

the flattened area of the piezometri. surface, there is pronbbly free

intermingling of the drainage water with the ground water, and from

this area the water moves down the slope of the piezometrie surf ae.

Therefore, it seems thet the areas most susceptible to pollution qar

those surrounding the wells, and adjacent areas down the slope of the

piezometri" surface. VWells drilled in the regions up the piezometrie

slope from the areis in whiih drainage and snlitary Jwells re concen-

trated should be relatively froe from pollution.

TABLZ 1, WXLL RECORDS
. ":' .... N ORANGE COUNTY
., I ,I .

-q

3

009
ru
0c
.0iP

I
'-
0.
'.

S
0"
0a
SI
440
0.0
0
0.

---n: iPpt-

0-I o*

4A

l
A -

~b
5-

lo'
jS

lit8
0. Q ~a

I I I I -~ I~- .

I. 3. matthws

7. Matthews

r. Z. Baehn

*Orsndo,. 15 orth. sid:ofr.vanw.
!w*.; 100"fOO't e t of Orang Are.

.claM o, a.Borth. ido or Vintr
PrAfAe,:o0o-r feet we t ofr
orAnge A*e.

;rlatno, in tLd orf Dad. St.,
100 feet nortb of PrInaoton Ave.

Orlado,, mouth edge of South St.,
4it latersetlon o Of arlu. t.

'Orlando, south t arner of
DiisrlLoa d.. Carter St." .

Orlndo, mst side of Pfrroaore
:t. 100. fet north of Los St.

Orlando, northeast oome r of core
Ave. and Pearrrure St.

;OrLando,. north aide of uWashington
St., about 40 foot east of
X ,zWeolq Ave.

Orlando, outbst. aide of Lake
Mari o,-bet n Bookrilla and
8rnolLi Ste.

Orlando, southeast edge of Lake
Charoke, at Cherokeeb Drive and
oeoMla St.:

Orlando, in Harding Ave., iust
wast of Delaner St.
I .
Orlando, northeast edao of Lake
Davis, betwn Deanels and
Smerlin 3tse,

Orlando, northeast corner, Boon
Ave.' and Long St.

Orlando, northeast corner of
Princeton Ane'. and. Northuberland
St. ."' '

Orlando, west side of Coreoll 8t.
and Sprce Ave.

Orlando, 'jut seat of ola Drive,
south of Pins St.

Orlndo, near enter of north edo
.of Laksiorwas.

SOrl ndo, northeast edg of Lak ofl
the Woods.

city of Orlado

City of Orlando

City of Orlando

City of Orlando.

City of Orlando

City of Orlanlo

City of Orlando

City of Orlando

City o o Orando

City of Orlando

City of Orlando

City of Orlando

City of Orlando

City of Orlando

City of Orlando

City of Orlando

City or Orlando

City of Orlando

Mu. 1937

Jan. 1927

Feb. 1926

may 1926

Nov. 1986

June 1930

Dec. 1924

July 1928

Dee. 1929

I 1989

Dec. 1926

Feb. 1927

Aug. 1927

Sept. 1926

May 1926

409*
dor

495

414

432

400

217

300

e348

811

345

483

364

377

405

431

465

430

353

as

16

11

26

17

10

12 Top of ron anihole ria, level with
street.

12 Top of Iron manhole tin, level with
stret.

10 & 12 Top of Iron anhole r1t, level wit
street.

5 Lower edge of. strailftdge laid
oer mhole, leel with driveway.

12 Top of ron manhole rim, level wit
street.

12 Top of iron manhole rim, level wit
sidewalk.

12 Top of iron manhole riL, level wit
land surfeoe.

1 Top o iron manhole rim, level wi
service station driveway.

8 Top of iron hole ria, level with
land surfoae.

10 Top of iron manhole rim, level witr
land surface.

I1 Top of Iron manhole rim, l vel with
street.

12 Top of concrete suhol.rim, level
with top ofr street curb.

12 Top of Iron manhole rim, level with
street.

12 Top of Iron manhole rim, level with
street.

12 Top of Iron manhole rim, level with
street.

12 Top of iron ihnbols rim, level with
10 top of street curb.
a
12 Surfaoe.
10
8

12 Top of iron oanhole rim, level with
10 land surface.

95.95

97.5

97.81

105.33

104.3

106.50

107.42

103.96

73.54

74

100.8

73.41

101.03

96.16

Drainage

Dralnaage
Drainage

Drainage

Drainage

Drainage
("pti* taA

Drainage
Driage

control)

Drainage

Drainage
(Lake
control)

Dralnage
Drainage

Drainage

Drainage
(Lake
control)

I

7. 3aehn

7. Raehn

J. Raehn

p.

158

90

67

83

153

77

113

120

158

213
285
417

129
370
386

100
253

21

5

3

7

4

1

None

1

e. Raehn

F. 7. Reehn

Henry Raehn

Henry bushn

P. :. Raehn

J. R. Matthews

7. J. Raehn

706 NO. 1-139.

(A)

Tabl 1o COmt',.-

Measuring Pozint 5

*0 -
N0 15: -8 lo a.-
:4 0. OL a 0 I ,.4

4& R 1
-t. 0 U. 0B q. ^1 4< 4 605S.0 5
4 1 I Oe 58 I O 44 6 o 8
-2 5s fi .s 4 s
S AS 4I 5. 5 l 00l
,, ________________________________ S_________-4< &S________

Oarledo, south ide of South St.
at laer Creek.

Orlando, in south side of Oregon
Ave. at atersation of Spokae St.

Orlavdo, nortbhat of Sunset Lake,
aouth of South St. extended

Orlando, east aide of Zake Lan-
easter, .in lnmn on oast side of
atrt, 1051 Lanoaster Dr..

Orlando, swet side of Atlanta Av.,
aorth of Mller Ave. extended.

Orlando, about 25 eeet east of
aonfae St. at intersection of
Ouava Ave.

Orlaado, in north aide of Jeffer-
son St., Just wet of Trry St.,
10 eet south of Io. 140.

Orasndo, in ditch on east side of
Barriso St.; about 500 oeet south
of Par Ave.

Orlando, in east aide of Shine St.
just south of Marks St.

Orlando, in south aide of Minne-
aota Ave. just east of Mill St.

Orlando, northwest portion of
intersection of Helen St. and
Winter Park Ave.

Orlando, east aide of Weatmoreland
Dr. opposite Jefferson St.

Orlando, south edge of Sturtevant
St. joat est of Lucerne Terraoe.
Orlando, south side Lake Davis at
Brookvilla St.

Orlando, in aouth aide of Steele
Ave., about 45 feet east of
Aaherst St.

Orlaado, center of Westmoreland
Dr. at northernaoat intersection
of Tale Ave.

e atile weat of Pineoastle, north
side of road. Southwest corner,
MS see. 23, T. 23 S., R. ,9 .

City of Orlando

City of Orlndo

City of Orlando

City of Orlando

City of Orlando

City of Orlando

City of Orlando

City of Orlando

City of

City of

City of

Orlando

Orlando

Orlando

City of Orlando

City of Orlanto

City of Orlando

City of Orlando

City of Orlando

Orange County

J. Maehn

J. Reaha

7. Raohn

7. 7. Raehn

7. T. Raehn

7. R. Matthews

J. R. Matthews

7. Baeha

J. Raehn

R. Matthews

3. Raehn

7. Reehn

7. Raehn
J. flaeha

7. R. Uatthews

J. R. Matthews

Apr. 1926

Oot. 1926

Oct. 1926

Oet. 1926

Oct. 1926

Dec. 1926

Mar. 1926

Apr. 1926

July 1926

Sept. 1926

Mar. 1926

Feb. 1927

Feb. 1927

Nov. 1926

0ot. 1927

865

315

215

183

228

408

405

303

219

469

169

408

451

415

439

454

160

400

113

60

150

146

124

106
180

100

124

180
125

120

109

102
387

97
390

172
292

123

Surface.

Top of iron manhole ria, level
with street.

Top of iron anhole rim, approxi-
mately 1.5 feet above land surface

Top of iron aanhole rim, level
with land surface.

Top of iron manhole ria, level
with land surface.

Top of iron manhole rim, 0.5 foot
below land surface.

Top of iron sanhole rim, level
with street.

Surface.

Top of iron manhole rim, level
with street.

Top of Iron manhole rin, level
with street.

Top of Iron manhole ria, level
with street.

Top of iron manhole ria, level
with top of street ourb.

Top of iron manhole ria, level
with surface.

Surface.

Surface.

Top of iron manhole rim, level
with street.

Top of Iron manhole rim, level
with surface or road.

74

104.93

94.22

97.89

99.15

98.50

97.35

None

4

2

4

4

3

8

None

1

5

Drainage

Drainage

Drainage
(Lake
control)

Drainage
(Lar
control)

Drainage

Drainage

Drainage

Drainage

Drainage

Drainage

Drainage

Drainage

Sanitary
;Septic tant
drainage)

Drainage

Drainage

708 No. W-53

2Trl

'ablo 1 Cont'd.-

M $ g I _____ easuring Point ____ .
U .4 go $1 O%

o S a ow C- a e as.
M a os n
'1 oc e ^^ 1 s.s t~
o A ,0 a- a s F4
0 a 0 ) a s
4.2 S Ijk
*0 a 34j
as *w.

1 li mes southmwst of Pineeastl,
south side of road. MI* mec.
26, T. 85 S., R. 29 X.

2 allies sothnest of Plnoeastle,
south side of road. Rij,
see. 27, T. 83 S., R. 29 Z.

1/8 *al west of Orlando city
limits, west aide of rod.
*_x rir, a-. 33, T. 23 s.,
R. 9 3.

4 alleos outhwest of Orlando,
In drainage ditch 1,180 feet
southeast of road. s jP Sj
aeO. 8, T. 2 S., R. 29 X.

t dles southwest of Orlando,
est aide of road. Slf, seo.
5, T. 23 ., R. 89 3.

m8 mles aouth of Pinoeastle, north
side of road at south edge of Lain
Searhead. S ft see. 85, T. 8
.8 29 3.

it ales east of Conway, west aid
of road, east edge of Lake Barber.
xnr.wi, as0..9, T. 3 S.,
R. 30 X.

1/4 mile north of Conmay, 25 feet
west of Highway 29, just north of
Prederioa Drive intersection.
.f f see. 9, T. 23 S.,
R. 30 3.

S ils southwest of Orlando. In
ditoh 600 feet southeast of road.
SXf1 see. 8, T. 33 S.,
R. 29 X.

1/28 ile northeast of Conway, in
Sas' Orange Grove. WwwH*
ee. 9, T. 3 S., R. 30 X.

1-3/4 miles east of Conway, north
side of road. i3Vl*I, so1. 10,
T. 85 S., R. 30 L.

About 1 mile northwest of Orlo
Vista, in edge of sink on west
side of road, 1,380 feet north of
SB oor. of S see. 26, T. 22 S.,
R. 88 X.

l* miles west of Orlando, west
side of road. jvWOj see. 16,
T. 88 R. 89 E.

Orange County

Orange County

Orange County

Orange County

Orange County

Orange County

Orange County

Orange County

Orange County

Orange County

Orange County

Orange County

Orange County

7. R. Matthews

J. R. Matthewn

J. R. Matthewa

J. R. Matthews

J. R. Matthews

J. R. Matthews

J. R. Matthews

R. L. Smith

J. R. Matthews

R. L. Smith

7. R. Matthews

R. L. Smith

R. L. Smith

Nov. 1987

4ov. 1927

Nov. 1987

Dec. 1929

Dec. 1927

Jan. 1988

Aug. 1928

June 1928

June 2028

July 1988

Aug. 1928

Aug. 1928

Sept. 1928

463 105

12

8 and

a

Top of iron anhole ria, level with
surface of road.

Top of iron anhole ria, level with
surface of road.

Top of iron manhole rim,.level with
surface of road.

Top of iron manhole rim, approxl-
mately 4 reet above surface.

Top of iron manhole rim, level with
surface of road

Top of iron manhole rim, approxi-
mately 1 foot above land surface.

Top of iron manhole ri, approxi-
mately 4.5 feet above land surface.

Top of iron manhole rin, level with
top of road ourb.

Top of iron manhole ria, about
4 feet above land surface.

Surface.

Top of iron manhole rim, approxi-
nately level with land surface

Top of caring, 10 feet above sur-
face.

Top of iron aanhole rim, approxl-
mately 2 feet below level of road
surface.

99.00

99.19

98.71

97.02

98.28

94.50

100.83

104.23

96.95

99.5

88.12

99.833

10

5

6

10

20

14

None

31

Drainage

Drainage

Drainage

Drainage

Drainage

Drainage
(Lake
control)

Drainage
(Lake
control)

Drainage

Drainage

Drainage
(Laui
control)

Drainage

Observation

Drainage

OS No.

mOs No.

"su No.

m0S No. W.-5

TS No. 1-56

10S No. W-83

mOS No. *-82

ms0 No. w-79

OS No. 1-81

108 NO. W-80

70s No. W-88

10S No. 1-89. Water-
level recorder in-
stalled

1 o No. W-90

C-

183

,ygga

50

51.

57

638

so.
6ST

64j 3'alleS e ith t of Taft.
|MXiSfXA Bee. 23, T. 84 S., R. 29 Z.

Orange County

Orange County

Orange County

8 mes aoutbeat of Orlando,
sootheast side ot Lake sabana.
ba-N o. O TO. S.,' R. 30 3.

tadl wast oas Orltndo aotheast
dep of Lae Lena. BLame
mse 0; .TO,; 28 5., S R. 8 aX.

1 ail west of Fatwilla, S90 test
east of Interoeotion north side of
eroadd.- lf se;O 16, T. S3.,

1/8atL "soutIhwest of Orlando,
mwet i of Buaby Ave. between
.Bederson St. and Calton Drive.
. 0"a 0 e.-1 6,?. '23'.,
B";uao r.

1 idlewerst of Vairvilla, north
sde or road, 70 feet east of
'Intersection. i* see. 16,
- 2, s.2 9.

Winter Park, southeast corner of
e6to r St. and Welibourne Ave.

LMatland, north shore of Lake
*blla. S 14j* sec. 25, T. 21 S.,
R. 1 .

Apopla, at eat side of Highland
Ave.,: 200 feet north of FourtCh St.

isheasan's Paradise, east 'abore
of Lake Apopta. See. S0,
T.21 a ., R. a8 X.

Wtiier Cardam, south end of lake
Apopa in orange grove just west
of'old city doors .

Oakland, at wago shed in garden
es0 of '.. L. Smith residence.
ummb, "a. 20, T. 22 3., B. 27 X.

se m. 24, T. 22 S., R. 27 X.
3 also east of liter Oarden.

Ooo s, south side of State Road
*8. S Mse. 18. T. 82 S.,
a: .

GSa ,MAu, east abore. m=
see. 11, T. 24 S., R. 8 E.

* wilres southwest of Taft.
B)f s. oc.8, T. 4 S., R. 29 X.

R. L. Smith

J. R. Matthew

R. L. Smith

1. A. Neal

7. R. Matthews

R. L. Smith

R. L. Smith

Nov. 1928

Jan. 1929

Dec. 1928

1930

Oct. 1928

Nov. 1930

Apr. 1926

1925

1931

421

38S

199

43Oo

416

400

388

4235

465

130

300

500

500(?)

484

300(?)

300(?)

81

104

124

Orange County

Orange County

Town of Winter Park

Orange County

Town of Apopka

7. E. Jackson

Harold Tilden

R. L. Smith

H. C. Tilden

T. Hollingsworth

Irlo Bronson

Irlo Bronon

12

12

10

12

4

4

4

16

10 & 12

10

10

Top of ill of catch basin, level
with land surface.

Top of north wall of oatch basin

Top of concrete manhole, appreoi-
ntely 2 feet below road surface.

RaM of anhole, level wit side-
walk.

Top of conrete maanhole, approl-
nately 2 feet belao road surface

Top of iron manhole rim, level
with top of street ourb.

Top of iron manhole ria, level
with surface.

Top jf iron mahole ria, level
with top of street curb.

Top of 4-inh well casing, se
altitude as surface.

3/4-aich pipe, 3 feet above
sarfac .

Top of concrete wall 7.45 feet
above top of casing.

Top of easing, approximately level
with surface.

Top of onorete structure at edge
of well, level with rfrao.

Top of concrete manhole, level
with surface.

Top of casing.

STop of U4 arolss wooden etruatur
slightly above land surface,

175S

I1l .79

93.30

98.57

98

98.46

86.74

77.72

118.40

70.8

74.4

108.59

121.90

192.52

99.36

81.5

86.19

* 0 No. 1W91

10S No. W-98

109 No. 1-93

Drainage
(Law.
control)

Drainage
(Lakte
control)

Drainage

Drainage

Drainage

Drainage

Drainage
(Lake
control)

Domestic
Drainage

Irrigation

Irrigation
& Drainage

Drainage

Irrigation
end
Drainage

Drainage
(Lake
control)

Drainage

oratiage

105 No. 1-86

108 No. 1-256

706 No. W-89

m0 No. W-218

14

17

13

10

21

3

7

4

1

17

5

4

5

Measuring Point ,
PaC *34104aV-t
Cm 43 C ow Idap U
U No ol a "4 .

1 I 0 |}
, .** 0 &0.0I4 oC N we a R P.so
"4w .u0~
a

I7TT

wrhbr I ~a~aRn.

65

66

69
*~' '

90

71

95

14
S '

74

99

98

80

Bthlos ia o, .ld: eoo t. ook .
bu4lldSl tn.ialds south of Cheney
aglr.ay n 'iir T B ,'MW ;, .

3* -S .et ofnrt Chriatma,
SX6,see. 6. 3, T S S., 33 .

Pianeimte Ar BaBe. Cnste. o
.o.- 8, .. 23 s., R. S 3X.

aeasmtle Air Bame. 0*f
seo. 83, a 3., R. S0 1.

t me.53, T. 32 5., 'R. 0 X.

flamstle Air Bame. i
Ne. m8, 3, 85., R. 30 a.

Sillem moutheet of Plamea'.le.
n oe. 19, T. 83 S., S. 50 S.

i ELN mWoutth of PiOeatle.
31f me. 36, T. a. S., 2 9 .
aft. .eoi3 1, T. S 5.,
a. ur 3.

Taft. S s me. 1, T. 34 S.,
B. 29 1.

I mile soatheot of Orlndo.

ioS meo. 10, o .,u 29
1 RilD Motter-t of Orlando.

Orimado, er0nz' olf oi er and
R o Onand 8 .

OrLu.ado,. moth sid oa of ype
8t.*betwmn kantueky Ave. and
RBo Grand S8t.

l/2mue eouthwest of Pineeatle,
north side of loancater Road, 0.3
ale west of ralroa. s f
ee0.84, T. 53 S., R. 89 2.

Orlando Air Base, northeast aide
of lake, northwest of smnage
plast. nii nee. 20, T. 3 S.,
a. s0 .

Orl~ado ASr hDa, 50 feet north
of laundzr. 3 o e. 19,
T. 8 ., R. 30 X..

Orlado. Air Bam, 95 foot mouth
or lauary. j seeo. 19,
9. 82 8., R. 30 Z.

May 1943

May 1943

Apr. 1943

May 1943

-

Libby and freeP i

Libby and reema

Libby ead 7rPeemn

Libby and fpreeman

Senry RBaha (?)

Libby and Freeman

0. N. Ar e

John Cornell

I. R. Matthews

Stevens Southern

Steven Southern

Stevens Southern

200(?i

445

406

420

235

350(71

149

180

160

9S

145

160.

168

120

Igo

100

V. 5. Any

U. S. Ary

U. S. Aw
U. s. A,'y

Albert Basler

Samor ram

Julia R. Sellaa

Oranage-ounty

Perfection Dairy

Perfection Dairy

A. Hasmon

City of Orlando

Orange County

U. S. AyW

U. 8. Army

T. S. Ary

Top of oonorete ri aronu well pit

Top of 2-tnoh ipep, 1 foot above
gurfaoo.

Surface.

Top of easing, 1.5 oeet above

Top of -inoch casing, one foot'
above surface.

Top of brick curb around well,
about 1 foot above surface.

Top of oonorete mnahole rim,
slightly below level of road.

Top of concrete box around well,
level with surface.

Top of i-Inch teo in airline, 1.38
feet above floor of puaphouse

feet above floor of paupoure.

68.96

.15

95.6

101.16

97.971

111.66

113.56

11466

1

aone

None

None

1

None

None

None

None
None

lone

6

None

6

0n0a

supply

supply

Supply

Supply

Drawing

Domestio

Irrigation

Drainage

Supply
(Dairy)

Supply
(airzy)

Irrigation

Drainae

Sanitary
(Sewage
plant
drainage)

supply
(Laundry)

Supply
(Laundry)

IS 3o. -9,E,.

108 5o. -746.

108 o. W-947.,

Gaems at a im .

Well abandoned and
fllIod up, 1943.

Produces mtham.

Foduoqr methane.

Produooe air under

18s No. 1-294.

908 No. 1-726.

106 No. W-158.

Townaite Corp.

.uao 1926

Mar. 1943

fob. 1943

Mar. 1943

1s I 10

m66S12i2 Point 43

.______ AD easuo,'____ 4. 5"

I a 00 a E-430'
.5 0u a
S' 3 '

1 __

',,qb

*.a klae 2.- ba'. ____________________ _____________________ a

0

*1
-=I

;.4

S4.

SS7

8'7

S9

Orlado Air Bse nortlnst oar
or landsn field, aS5 feat oauth
of XX oar. see. n, T. 82 8.,

a Air Bae, 925 feet xorth-
itr~ control toxer. S b sf
se. n, T. 28 3., R. 30 Z.

oro Air se, 150 fet north-
'*west of aoctro tower, 1200 feet
:,northwest ofoater'of -eo. 29,

.0rlando.Ar B ua, 300 faet math-
'southeat ot: floor. of Sou
sac. 39, T. 32 a.; 3. 30 3.
eon. 29, T. 22 S., R. 30 3.

OrLadoAdlr aM, aply atwLynf lr
'1a0 fts nfortlnt or enter of
se. 9, T. 22S., B. 30 X.

Orlindoi ,as, east dels of
'Ave.;, between 4th and 5th tsm.
Ssb* -eo. 30, T. 22 S..

Orlando Air Baa, eut side of
orwest Are., 600 foot north or
Robinson Ave. South 1/2 Vih
mo. 30, T. 22 a., R. 30 B.

dorLaB Air Bas, 30W rot maet
of B t., 900 foot mfuth oc
Coeey Highway. EWIR* see. 30,
T; 22 S., R. 30 X.

Orlando Air Bee, in east edg o
A Ave., Jut north of 6th St.
b sea o. 30, T. 822 ., R. 30 X

'Orland" Air' Bae, northwest cor-
nor A Ave. and let St. aN3tM
ee. 30, T. 22 S., 0 3.

Orlando Air Bam. Sig8al 3,1
ost edge of Wmll lake. VtNO
soo. 28, T. 22 S., k. 30 X.

Oriado Ali' Ba-, northwest ed
C SalM la Ie, north of laomdiy.
Irsee a. 19, T. 2 S., R. 30 o

Orlan southwest corner of
19th Ave. and Talloks St.
see. 8, T. 83 S., R. 19 .

Orlando, northwest dge of Park
Lake at Broadoy.

Orlando, west side of Irm St..
about 800 to south of Harks St.

if'

U. A8.

U. S. Ary

V. 8Army

U. S. Army

U. S. Amy

U. S. Azr.

7..S. Any

U. S. Army

U. S. Amm

V. S. Army

U. S. Army

US. Army

City of Orlando

City of Orlando

City of Orlando

Stevens Southern

Henry Rasen

La.rn-Atlantec Co.

Layne-Atlantio Co.

Libby- freeman

Lane Atlantic Co.

Stevens Southern

Gray Well & Pump 00.

Stevens Southern

R. L. Suith

P. J. Racha

A S
5I S
*- o-
..* S-
5- qSg
a oa

a *
A'

Measuring Point.

Iao

as

cto
00
.0*

July 1942 481

July 1989 a n

Apr. 1941 449

Apr. -1941 9

Oct. 1941 a8

Jan. 1942 1049

-- 372

Sept. 1940 518

-- 800

-- 350

May 1942 500

ear. 1943 482

-- 154

S-

^a r
I$~S
0!- S 00

Top of iron manhole ri, level with 103.04
Surface.

Top of iron manhole ria, level with 103.43
surfooe.

Top of iron sanhole ria, level with 105.53

Top of Iron manhole ri, level with 10.41
surface.

Top of Iron manhole rim, level with 103.02
surface.

Top of iron manhole rim, level with 101.40
surface.

Top of iron manhole rim, level with 102.70
surface.

Top of concrete maohole, directly 109.36
over well.

Top of iron manhole rim, level with 100.8
street.

Top of iron manhole rim, level with 101.34
concrete floor of automobile wash
rack.

Top of wood platform, directly ore 109.70
all, level with land surface.

Top of Iron manhole rim, level with 104.67
surface.

Top of iron nanhole rim, level it --
surface.

Top of iron manhole rim, level wit 89.67
street curb.

Drainage

T
7

1

8

1

7

None

8

8

8

Nona

9

3

5

3

6

10S No. 1-609.

105 No. -5438.

10S O. 1-543.

F08 No. W-141.

108' N. 1-135.

DrainSge

Drainage

Drainage

Drainage

Drainage

Drainage

Drainage

Drainage

Drainage

Drainage

Drainage

Drainage

'I
'I

r

'I

!'

00 i

J& ''

I I [ I I II I

I I

L~ I

I

I I

III

r

1as No. 1-601.

105 No. 1-03.

Measuring Point M_

d a -s Z?
6 I50 14 2 o1
O a o I 6 0 Nj4
. a a c l S a

0 .
do a 4X
p o i O

Orlando, In north edge of Colonial
Dr., 00 feet east of Orane A*e.

Orlando, northwest oorner of
Jefferson and Garland Sts., 40
feet Wset of fire hydrant.

Orlando, northeast orner of play-
simnd, south of-Alezader Plaoe
at 2S4em St.

Orlana. south side of Earwood
Av. east of Bighland St.

Orlando, east aid of Chapea St.,
ust south of South St.

Orlando, south slde of Holdea St.,
oppoelte Trry St.

Orlado, Griffin Park, in 1m
on south aide of Callahaz Drive,
00 feet west of Danbar Court.

ODando, 8 feet east of wel 104.

Orlando, i south edge of Patrick
St., about 50 feet eat of aryan
St.

Oriondo, north edge of Naley Ave.,
about 400 feet est of Fern Creek
Are.

1/8 mile south of Orlando city
ll8ts. j*N eao. 11, T. 23 S.,
2. sa 3.

Orlando, in Amelia Ave., west of
Westorerland Drive.

Orlando, north ade of Amelia Ave.
about o00 feet west of Westmore-
land Drive.

Orlando, northeast corner or
Intersetion of Annie St. ead
Bradshaw Terraee.

Orlando, south side of 18tb St.,
Just east of Avondale.

Orlando, west aide of Cathoart
St, about 100 feet north of
ULragston AT*e.

Orlando, south side of east
Central Ave. at ern Creek.

Orlando, northwest corner of
Church and Parrmore St.

City of Orlando

City of Orlando

City of Orlando

City of Orlando

City o Orlando

City of Orlando

City of Orlando

City of Orlando

City of Orlando

City of Orlando

Southern Fruit Dis'
tributors Corporation

City of Orlando

City of Orlando

City of Orlando

City of Orlando

City of Orlando

City of Orlando

City of Orlando

F. J. Rashn

7. C. Dibble

Z. R. Matthews

7. C. Dibble

7. R. Matthoew

Heory Rtashn

Oray Well & PImp Co.

Oray Well & Pump Co.

7. C. Dibble

Gray Well & Pump Co.

Layme-Atlantit Co.

F. 7. Raesh

J. C. Dibble

F. J. Raehn

F. J. Reehn

Dec. 1923

Aug. 1937

iar. 1934

Nor.

Nov.

Apr.

A.='.

Apr. 1940

Jan. 1958

Nov. 1940

Aug. 1922

July 193F

Feb. 1923

July 1925

May 1924

7uaa 1925

Top of Iron manhole ria, level with
stret.

Surface.

Top of ron manhole rim, level with
land surface.

Top of Harwood Ave. curb, level
with surface.

Surface.

Top of iron manhole rim, level with
street ourb.

Top of iron anhole rim, level with

Top of ron manhole rim, level with
lamwn.

Top of iron manhole rim, level with
street.

Top of 10-inch easing, approxi-
mately 1 foot abore land surface.

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

Top of manhole rim, level with
surface.

Top of iron manholo rim, level with
surface.

Top of iron manhole rim, level with
surface.

Surface.

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

96.48

107

lO 106.44

106.55

109

105.97

102.43

103.56

96.06

3

1

1

3

2

None

1

None

5

1

None

Draitage

Drainage

Drainage
Dmirag

Drainage

Drainage
Drainage

Drainage

Dralnage

Drainage

Drainage
(citrus
nate)

Sanitary
(septio tt
dralmage)

Sanitary
bIoptl a ank
drainage)

Drainage

Drainage

Drainage

32372

Ms Po. W-351.

1S No. W-271.

JS No. W-S13.

7o0 No. I-312.

Ms No. I-89l.

O7S No. I-508.

Relief well for 104.

F0S No. WI-SW0.

n08 No. W-5S9.

CO
CO

a

__'-i-i-' _

- 4,
r0
0Y
4,o
0.

01
.0
41
I?0
00)
jj4
.0-

I
60
OA
5r4
0.4
4,
0I

Measuring 1Point

CC
o S
4, I o
I3 *0 4
o *1 -

- 1 1 ______ _____ ______________

Orlando, east sId of Bampton St.,
aboUt :40 feet sooth of Oolonial

Orla2nd, north side of Conaord
Ave., about 75 feet .wet of raoil-
"Toad e~Ouslg.

Orlando, soith side of Conay
Moad, Just 0est of nlterseOtlon
with Hoyr St.

Orlando, west side or Cornell St.,
about Ao feet north of Bay Rn
St.

Orlando, awst side of Carland
Av., between Livingston Ave. and
,,lemnder PlaON.

Orlando, north of Greenwood Ave.,
on slope above Lakm Greenwood.

Olan do, approxmately 80 ftee
saotheast of tell 121m.

driaado, approximately 40 foot
west-aouthwst of well 2lla.

OrLando, woet aide of Shin. St.,
south of BHLorert AVe.

Orlando, south aid* of Pledmont
St., wert of Eugher St.

Orlando north of old city
lnealerator, northwest of corner
of long St. and Rio Orande St.

Orliand, south aide of Jaeocon
St., about' 5 feet east of Or-
,land t. ,i

Orl do. north aide of Lain Cope-
lond'at southwest and of Golden
Oak. Court.

Orlando, east end of Lake Zola.

Orlando, 100 feet mouth of Ivanhoe
rBvd. between Loegon Plaoe and
01adouajo Drive.

Orlando, about 80 feet east of
18a.. .

Orlando, north side of Lake Lorna
'Dooem.

Orlando, Raollta Ave., under
bridge aroes 'onal between Lake
UMina and aka Ratelle.

7. eJ. aha

F. J. Raeha

F. J. Rasha

City of Orlando

City of Orlando

City of Orlando

City of Orlando

City of Orlando

City of Orlando

City of Orlando

City or Orlando

City of Orlando

City of Orlando

City of Orlando

City of Orlando

City of Orlando

City of Orlando

City of Orlando

City of Orlando

City of Orlando

City of Orlando

F. 7. Raohn

r. J. Raehn

7. J. Reean

P. J. Rasba

7. 7. Raeha

7. R. Matthews

eaa. 1924

Teb. 1924

Joa. 1925

Wov. 1926

1904 (9?

1904

Sept. 1984

JTune 1925

June 1938

July 1923

Mar. 1923

eor. 1926

Jan. 1925

Apr. 1923

Sept. 1926

Sept. 1926

S75

196

140(9)

140(7)

605

495

486

351

450

315

448

410

384

382

430

Top of iron Manhole ria, level wit
street.

Top of iron manhole ria, level witt
top of street ourb.

Top of iron manhole ri, about 0.5
foot above surface.

Top of easing, south side, level
with land surface.

Top of easing, level with land
aurfaace.

Top of terra cotta tile used as
manhole.

Surface.

Surface.

Sarteeo..

Surface.

Top of iron manhole sia, approzt-
nately level with surface.

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

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

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

108.87

-.4
88.86

5.. o .~

N.0 0

I!~
jSmh
gala

I

2ISO

3La.

123
18i

7. Raeha

7. Raebh

C. Dibble

7. Reeho

5

None

None

1

1

1

None

1

1

None
onae

None

None

None

Drainage

Drainage

Draiaage

Drainage

Drainage

Drainage

Drainage

Drainage

Drainage

Drainage

Supply and
Drainage

Sanitary
(eptio tel
drainage)

(aeptio tanak
dralaac)

Dralnage

(septie tank
drainage)

10S No. W-373.

Measuring Point _5

i, s fl e.-i .0.-4fl

S4 U s a o* -S G-e *0gS00 9Z
3a a5 a 'g: .s: 4'" S.
S R Cl 0. A- a- a. 06% hS 0
a a s c 4, 52a 5a
Bg_____ __ .1W. ___ ______

132

IS3
154
1858

135

186

137

lto
1405

142a

143

143

144

1481

14S0
145b

146b

.etw.ea Marks -.. enA.d Zllie Ar.

ro S, vacant lot 75 teat
southo flaur St. curb, and 43
ten-,eat atz er S.3, otlfbr
Olado, aerth side or.t park Lake

About 1 mae nortbst of Fairvil-
l*as-. 9, T.. 2 .,. X.L,
north of Bar-ake.
Orelando, Fa ierr St. at Robinson

OLd4o, is west edge of WVastmone-
land rive, 300 tea north or

an abou 100 teet west of
Vetoral alive, between Miller
aMd. nd-an Aes.
Orelando, about 50 teat north atof
ColXumba Ave. about midway between
Westaoreland IAve Mad XMetuaq

Ot.lado, north aide of South St.,
Jat east: of 1118a St.
Orlado, orth *i orf Jeffreorson
St.-, dJust west of Terry St., 10
fet. north of well 25.
Orlando, aorth side of ashington
Ave..-at *xte-loaio or Cobua Ave.
Orlendo, at laterseation at Wash-
Safa an"d Garland Ste.
.S;!-'^ --., .
Orlando, west side of Lee St..
bout .7S ftee north of Washington
St.' .,, ,

Orlando, morth side of Ridgewood
Ave.. about 20 teot west of
abine St.
Orlando, In south edge of Lake
Greenood. ....
Orlando, 6 .tet east of well 145a.
Oiado, at South St. septic tank,
eouth edge of South St. west of
lea -Oreek..
Orlando, at south St. aspti tank,
south of South St., west of era
Ceak.

City ofa Orlnado

City of Orlando

City at Orlando

City of rlando

City of Orlando

City of Orlando

City or Orlando

City of Orlando

City of Orlando

City of Orlando

City at Orlando

City of Orlando

City of Orlando

City of Orlando

City atof Orlando
City or Orlando

City of Orlando

r. z. a. shnt

7. T. Raohn

F*. Raoha

F. J. Reehn

7. 7. Shahn

F. 7. RaeU

Gray Well & Pump Co.

1. Reeshn

F. 7. Reaha N

F. T. Raebha

F. J. Rashn

F. Raeehn

P. Z. Rhake

421

aim or iron ahole ringa, level
with surface.

Top of iran mahole rim, level
with surface.

Top of irn manhole ria, level
with street.

Sept. 1937

Sept. 1924

Sept. 19 3

Aug. 1924

Apr. 1940

July 1926

Aug. 1988

AUg. 1924

May 1925

Doe. 1930

79.5

?4.17

101.821

99.06

3

None

None

None
None

None
1

None
1

1

None

None
None

None

Drainage

DraiMm
kimagefi

firainag.

Drainage

Drainage

Drainage

Drailgas
Drainage

Sanitary
(reptic tank
drainage)

Drainage

Sanitary
emptie tank
drainage)

Sanitary
Oeptio tank
drainage)

Relief well for well
No. 25.

top of iron manhole rim, level
with land surfeae.

Top of iron manhole rim, level
with street curb.

Surface.

Top of iron manhole rim, level
with street curb.

urfaOe.

Top of manhole rim, level with
driveway.

3197--

q q .... am

trnm

SMeasuring Point %"

4 1C I ? I ? I t I

a 3 0. 0, S03 r4s a &

55--
9 a. i .o e 0 2

Orlm do, at Soth St. septie tank,
oath of South St., west at res

Orlando, south aide of Souath St.,
Soposite enter of aran St.

Orlando, in Bcokrilla St., at
south edge of Lake hYas.

Omando, enter it ifianey Park,
west of COleola St.

Orlando, in Iesteoaland Drive,
on ai oh aide of Conley St.

Orlando, on west ide .of Clear
Lake St., south of Jakeeoa St.

.OAado, west ede of Zake Sola,
sola Park.

Oriando, northwest edg of lake
Dot, eot of Lake Dot Crolea.

2 a es southwest of Orlando.
SlJ oea. 10, T. 23 S., R. 29 2.
8 miles southwest of Orlando.
j see 16, T. 23 S., R. 29 S.
8 miles soutaeat of Orlando.
ji So. 15, T. 23 S., R. 29 X.

l oles south of Pneeoastle.
OI se"a. 25, T. s2 S., R. 29 S.
1/S iIe northeast of Taft.
INsI *ose. 1, T 234 S., R. 89 1.
1 aile west of Pinueastle. MESi
see. 23, T. 25 S., R. 29 E.
Orlando Country Club between pond
near hihway. S;Ju goo. 82,
T. 32 S., R. B29 .
Orl do Contry Club, just west of
8wing Lkow. NIsi ooo. an,
T4 22 S., R. 29 X.
Southwest saId of ake Fairview.
S"seo. 10, T. 22 S., R. 89 8.

C0ty oa Orlando

City of Orlando

City of Orlando

City of Orlando

City of Orlando

City of Orlando

City of Orlindo

City of Orlando

Agnes X. Dougherty

Ageae H. Dougherty

Agn *s Dougherty

Walter A. GrahamI

Orange County

Orlando Country Club

0. 0. Magruder

Nydoggar Invest. Co.

f. J. uasha

B. L. Smith

Henry Raohn

aenry Rbahn

J. R. Matthews

Stevens Southerm

C. X. pear

1932

1936

J3uy 1934

1914

May 1938

1907

400

TIp of iron manhole ri, level
with surface.

Top of oeaing, about 4 feet below
land surface.

Top of east wall of oonorete oatch
basin, about level with surface.

Top of south wall or catch basin,
2 foot below surface.

Top of east wall of catch basin.

Top of eatoh basin wall, 2 foot
above surface.

Surface.

Top of oonorate manhole, about
level with general land surface.

Top of handrail around wll, 5.14
fest above top of casing.

102.89

93,5'r

Hone

None

Now

None

Name

1

I
1

1

1

4

3

Salary

;eptia ta*
drainage)

Sanitary
(eptie tan

Sanitary
(septe tadl
draImagm)

Ceeptlo taxi

drainage)
Sanitary
(septic tUd

Drainage)

Danitage

drainage
Sanilary

Drainage

Drainage

Drainage
(Lake
control)

SGS No. 1-307.

0OS No. W-314.

" _

fal 1 ,,,,. -,,,

164

165

166

1689

170

An:
191

199

*BTale northwest of firaIllla.
.- ; ..T2. 9 s., a. a29 .
.Omimiad6,; doLS alth t Av l h

UdoR, Dabodr-d Ootantz Club,

-1tamndo, ODbr-ad Country Club,
aoth ad of rZl BLva.

Oie ado, DubdreA. Contry Club,
o,.,... r.,..... c.;- as
'north ofP:ar Ave. ..

'Olbm o, MH;,1lf'oe b St.
at': etanailon of;oods ATAve.

Orlando, north side of l4th St..
'oo-fe-t.eat: of rnataky Ave.

:Oril~~a ; et side of lasvhille
St., eouth of 24th St.

Orlando, north edge of An Lake,
at Perramre St.,

1 ile west of Orlando, north ed94
of Lake Man. li see. 29,
..~8;S.;"R. 89 X.
1 mile wst of Orlando southeast
eideof Lake Mean. iB. e. Sea.

of tIeke Mann. s."',e. se 3.
T. 82'8., R. ~9 .

;x.illes s uthwst of Orlando,
1so.utbeat slde of north paint of
tae raethrinae. 's4 se e. 9,
Ti U Ls3 3. 3 ,9.

'ii ies mouthbws of Orlando, t
sid of south er part of Lake
atherine. S i e. 9,
'T:i tPa'S.,"r "D *

.Orltd6, w-t *ide of rein Oeek
Av*., soAth of Grant Ave. XRJsei
e.' 1, T. 835 ., a. 29 Z.

.1/8 ale mouth of Orlando, at et
odr_ of.ro,. west of XLak.
onse. 18, T. s3 S., R. 9 Z.

\JBie Iasl, eoutheaet side of
* oahwest portion of North Lake
Conwag. 5W seo. 18, T. 38 S.,
,R. 30 ~

R. D. munle

Rellie B. Forbes

Dubadread Country Club

Dubdread Country Club

Dubdrea Country Club

Ocrasw Co uty

Orangp County

Orange Cotnty

Orange County

Orange County

Oan0ge County
Orange County

Orange County

Orange county

Ornge County

Oran County

Orange County

Libby & reoanm

Raebn
.-Bn

Henry Baebn

Henry Rebon

Layne-Atlantic Co.

Henry aoehn

J. R. Matthews

r4
r1
0 0
5o

.0.

Aug. 1941

193S

1935

1925

Aug. 1941

1

0-
.0
'.44

a.

11U

80

150(9)

190 116

0
oa
0O*
o.o
0.4
af-

350

389

SOC (9)

320

255

398

Measuring Point -

Soor
a -
0 43.-
.5O
0..
-Is
a,8

-I-------

Top of ioae amhole rzi, level
with surtae.

Top or iron manhole rim, about
level with urfaees.

Top of brick well over well,
about 9 fet below general land
surface.

4

8

6

8

18

12

13

104.94

100.98

94.75

101.59

.92.03

.4 W

AA.1
aaa-

*B 0.
tac aO

B
SO .44.

None

None

ions.

Ioa

1

mam

4

2

3

Sainply

Drainage

Dminage

Drainave

Drainage

(Lake
control)

Drainage
oontrol)i

Drainage
Drainage

(Lake

control)

Nonerol)
raNaf

County records Ind-
cate a 1L-inch well,
158 ret deep, eased
to 150 feet ms
arlled on Las Coomwy
in an. 1983 by
Z. R. tMtthws. This is
believed to be 199 or 180

Top of wood cover over oatch basi
level with land surface.

Top of concrete manhole, directly
over the we*l, about level with
land surface.

Top of concrete manhole, directly
ovr the well, about level with
surface.

Top of iro. manhole rim, about a
feet above land surface.

Top of brick manhole, level with
road surface.

Top or.brick manhole, about 3 feet
above land surface.

)

)

I

Abandoned in 1941.

T2 1 Coat*d.-

s7Ts

IS0

In

.183

185

186

187
l's

190

191

1982

193

2 milu mouth of Coma,. at leut
ana of MIddle Lake CoonW. Cenofe
of 'ao. 20, T. 85 S.. R. 30 X.

8 le amsouthbeat of Orlando
south. af La k lbabe. B Sb Ni
see- S, T. 23 S., 3. 30 Z.

SnUen aest of Orlando, at north
of q;L ttla Ilae Bartam.
'Z O ew. LA, T. s22 ., R. s30 .

Osuando Mr Basae t ei e of
Lake BItom. N aoo. 28,
T. 22 ., R. 30 3.

Apopka, at mouth' ide of MeClue
Ite '300 feet west of Bigh-
land Ave.

ApOpha, on aram Lake.

Apopka, oa Srama ZLa.

1 ates west of Claroona.
W*I seeo. 4, T. 21 S., R. .28 .

l3 j ise west of Careona.
8gtl e eo. 9, T. 1 S., R. 28 2.

3 mles aortha at of Carcona,
Johon nisa OCamp. wraknit
e:. 1., T. 81L8., 88 3.

Orlando, east edg o lam at
-200 x. Zlinoi ALve. north of
Zliaoiie 'A+e. betwe Hapton St.
and Caden Plaa.

Orlando, south and of Charlsm
Court.

Orlando, center of Lee St., at
mouth ede or Jefferson St.

Orlando, I street near ourb,
southwest corner or Churoh and
Lake t8s.

Orlando, in south edge of Maripo
St., between O eola aad Lake Sta.

Orlando, north side of South St.,
in enter of Sumerla St. extend-
ed.

Orlando, about 150 reet south of
warka St., about 130 feet east of
1na St. .

'-1

0e

.0d,
A'
t

08

a

0-

-0

Measuring Point

Q asX
"4 *0e0

J. S I. 1-- 4 1 t

Orunge County

Lysinda Grove.

Orane Coounty.

Orange County

City of Apopka

lorida Utilities Corp.

Florida Utilities Corp.

R. H. Seegar

R. B. Saegar

T. S. Johnaon

City of Orlando

City of Orlando

City of Orlando

City of Orlando

City of Orlando

City of Orlando

City of Orlando

3. R. Matthoew

W. X. Cornell

Layne-Atlantic C0.

W. X. cornell

ArIo

1935

Peb. 1941

1938

600

357

583

161

498

165

493

416

180

200/

63

oo0(?)

Top of iron sanhole ria, level
with surface.

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

Top of iron manhole, level with
surface.

Top of iron manhole ri, level
with street.

Iri i rom---

42 I'%

Oln-

oco
822
aeo

118.78

104.03'

93.02

Nameo
voa*

None

None

None

a

None

None

None

None

None

None

(Lake

control)
(Lake

oontrol)
Drainage

Supply

(auniolpal

Supply
(fam)

Irrigation

Supply
(domestle)

Drainage

Drainage

Drainage

Drainage

Drainage

Drainage

''

J"ZX.

asbl I Coit*.-
Measuring Point 5

43. 44 0 0 52 0 M,
4 55 'R Io U|

01. 0 s *e U
__________ ____________d L

197

198'

199

'200

301

.203
.206

205

806

207

208

209

210

211
an

212

213

Orange Conty

Ooths, wet sId, of La1e Olivia.
"a -o. S3, T. 22 S., .. 28 X.

Orlzeo, just oath or south city
lsts ~ t north ad of Lake
Zoldae. UjSX meeo. 2, T. 23 S.,
2 9

Dr. Thiliups. mi sea. 36,
T. 2b.,' R. OX. .

About 1 mie wet of Fatrvills.
Si*I aeo. 16, T. 38 S., a. 29 X.

About 1 Sles' went of Orlando.
Sl1 maes. 29, T. 2 s'., R. 29 B.

About 1 miles weat of Orlando.
t se. mo. 16, T. 88 S., R. 29 X.

About 1f males wst or Orlan o.
M~iSf eec. 39, T. 22 S., R. 89. Z.

About 1 Ailes southwest of
Orltado. NW MF soe. 4, T. 22 S.,

About f miles southeet or
Orlindo. 1, B S see. 5, T. 22 S..
R.: 290 .

About 2 miles southwest of Orlando.
JW* seo 9, T.,3 S., R. 3S S.

About miles east of Orlando.
Wi a'. 27, T. 28 8., R. 30 E.

About 3 alles east of Orlando.
ig me 3e. 2 T. Us S., 3. 30 Z.

Pineastle, ooenter of sec. 24,
T. 235 ., R. 29 B.

About 6 atles east or Orlando.
SW I see. 18, T. 2 S.,. 31 X.
Orlando, Orlando Count7y Club.
1 oe. 22, T. 2S S., R. 29 8.

About a miles southwest of Orlando
SW iV -sea. 5, T. 228 ., R. 39 Z.
About .miles southwest of Orlando.
SniU* sea. 7. T. 22 S., R. 29 X.

Orange CounMty

Dr. Phillips

Fred Saen

Dr. 7oe. Safian

ands' Dairy

Sarl Parker

Zarl Brookland

L. 8. MoLeod

Roscoe A. Mach

Dr. Marvin

.Madge Carrington

Pineeastle Boat bo.

Turner a OGe Co.

Orlando Country Club

L. B. MoLeod

L. B. MoLeod

May 1931

unea 1943

uare 1941

1941

7. R. Matthews

Libby & Fr smau

Libby & rroe a-

Libby & Pa emn

Lbby & Freeman

Libby & raeeman

Libby a raoan

Libby & Freeman

Libby & Freeman

Libby & Frea

Libby & Freeman

Libby & Frenama

Libby & Freman

Farm & Home Mach. Co.

Libby & Freman

Stevens Southear

356

310

240

140

140

195

35

150

19

250

106

649

450

12

4

3
2

83

3

3

3

3

3
3

5

6
4

12

18

Top of Iron smnhol over well,
level with sorfao.

Top of 4-inch easing, about 1.5
fast above land surface.

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

Top nf 3-inch casing. about level
with general land surface.

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

96.a8

56.22

None

IfNone

None

None

None

Nano
None

iRons
Hlon

None

Nea

1

None

Drainmp
(Lake
control)

control)

Supply 103 well o. W*368
(dome-tlo)

Supply Originally 165 feet
domestic ) deep and wtor wa pol-
luted. eported to be
U right sioe'deepen-

Supply Orisally 140 feet
(domatic) deep and prodnuuoed '
Oas at opd 'hbm *all
a"nd eased to,

Supply Produaes aa.
(domeatio)

Supply the drilled this wl'
(domestic) product e o unaa 2
pound presaaure. Still
bubefis mail qun.tl-

Supply
(dometio)

Supply Driven wall.
(doametie)

Supply Produces inflasmble
domestic ) gas.

Supply Produces gas.
domestico)

Supply Produces gas at
domesticc) irregular Intervals.

Supply Gasses ooosonally.
domestice)

Supply
(abbatoir)

Supply Originally 369 foet
(domstio) deep. Beeaam polluted
after drilling of well
o. 161 and was daepn-

Dralaage

Drainage

1941

1942

june 1942

Oct. 1941

1940

1940
1940

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

G"V

-- . .

1 I*7r

cC %t
r4 .1 4, r-4 C
Ito irin" Pojt 1
1.* .1*ort o -4 o 4 s-44*t
C 3 4- *4 1 P -. 0 0
S1.44' 0 4 0 -a 12 a
P C 4. 0. ;4. a .oo
0 4a 0. -. 0.
q4 o 6 0 4) on
il 6 o- 4-< u > .-i *1P I- o
e-I h3aS- .1- -4'- 5. 9a 1.* 0)5 0.
o 0- 04 0 0, S 0t
I .S u & 0 1 ca 125Q5)
a L 4 0 S
0___ a

About tWo Lls southwest of
Orlanda. s see. 9, T. 223 .,
R. sa .

About two miles southeast of
Orlando. S* see. S, T. 22 S.,
8. 8 .

Orlando, 1111 Virginia Drive,
north of Virgi .a Drive, about
400 feet west of Orang Ave.

Orlando, Orange and Highland Aver
at' souttwest corner of brewer.

Orlando, Orange and Bighland
ATes., south of brmwry near
railroad.

Winter Park, just north of SoMpe
ATe., near Atlantic Coast Line
Salroad. 8s n see. 6.
T. 22 S., R. 30 .

Winter Park, southeast of Zoe
Plant, south of Cole Ave. SaIIi
sae. 6, T. x.S., R. 30 Z.

Winter Park, Just north of Smwop
Ave, noar Atlanti Coast Line
Wkllroad west of well 219.
S Niso o. 6, T. 22 S., R. 30 X.

1 alle west of PlPouth an north
siae of Hnw. 441. n~5i see. 36,
T. 80 8., R. _27 .

.0lando Air Bas, about 800 feet
north of laudry. S3jf see. 19,
T. 22 8., R. 30 X.. 15 fest west
of well 346.

Orlando Air Base, about 800 feat
north of la mnry. S. see. 19,
T. 88 S., R. 30 e., 15 feet east
of well 223.

About 3 miles south of Taft.
approximately 75 yards west of
hiahbay. a2a3 see. 23, T. 84 Si

Orlano, Seybold BaD g Oampy,
north side of Irks St., wet of
railroad.

Orlando, i port offtie law, east
of Court St., about 150 feet sout
of Robinson Ave.

L. B. MoLeod

L. B. Xoa.od

Polar Water Co.

Atlantic Coapean

Atlantte Coapany

Florida Utilitis: Corp.

Florida Utilities Corp.

Florida Utilities Corp

Rrederick Weis. Ply-
mouth gardens Tourlst
Camp.

V. S. Army

U. S. Artmy

Irlo Brnono

Seybold Baking Cmapany

Orlando Post Office

Stevens Southern Co.

Libby & Freeman

E. H. dewitt

H. Rebhn

E. ha hn

Oray Well & Pump Co.

W. 3. Cornell

Layan-Atlantio Co.

Layne-Atlantle Co.

Cohoon IMachinry Co.

Fara & oase Mach. Co.

1940

1940

1939

1943

Sept. 1943

Aug. 1943

AUg. 19P4

July 1940

Nov. 1948

590

603

453

487

460

394

453

1005

60

154

75

75

ai
152

100

101
271

67

180

140
496

70

153

18
16

6

6

4

10

6

Surface.

Top of eaasng, about 1.5 feet above
land surface.

130

114.40

Top of easing, about 1.5 feet above 114.36
land surface. I

roe

Nono

None

None

None

None

1

8

8

aooa
None

None

Irbn@

Supply
(domeatie)

Supply(OoB
merclal -Q
of diatslui
and minera
water)

DatarI
Meb
Drainsig
(for bwq
cellars.)

Supply
(auntapal)

Supply
(munioipal)

Supply
(dowestio)

Observation

Supply
coolingg
system)

Drainage
{eeoc.Sh
en)r

Drive well.

a

F0S. wll No. W-812.

108 well so. W-804.
Recorder inatalled.

708 well Bo. W-806.
Recorder installed.

Produeos combustible
gas.

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

- ----,--- -

-------,------------ -

:.."h a,' 1 fl ed.-

5 eastuing Point 13

0 6 5 o i 0 a" 56

,.I .,-I .I 4)- p4= 6|SI
-
.god0
__V I_ _ _
42 P.
A P

Orlando, I post office lawn, west
of Maina. t., 150 feet south of
Robniason Awe.

Pineastle. if sec*. 24.
T. 23 Si., R. 29 E.

2 miles northwest of Apopka.
Si ee. 33, T. 20 S., R. 8 1.

At underpass on highway at north-
west edge of Wptear Park.

Orlando, southwest edge of Lake
TUnderill. S* sea. 29, T. 22 S.,
.R. 30 X.

Orlando, at plant of florida Publi
Service Corp., west Robanson Ave.

North side of Lake Buchanan.
I c see. 10, T. 23 S., R. 29 3.

Northwest side of Lake Jessamine.
see. 14, T. 53 S., R. 29 S.,
north of well 236.

Northwest side of Lake Jesamine.
St see. 14, T."23 S., R. 29 N.,
south of well 235.

Southeast edgi of Pocket Lake.
SiSfi eeo. 14, T. 23 S., R. 29 E.

Southwest corner of Middle Lake
Conway. TSji see. 25, T. 23 S.,
R. 29 I.

Nortthest aide of Middle Lake Con-
way. NWi see. 20, T. 23 S.,
I. 30 1.

Orlando, southwest corner of City
Ball, north side of South St.

Orlando, northwest side of Lake
Dot, east of Lake Dot Circle.

About 6 miloen eat of Orlando.
5s see. 26, T. 22 S., R. 30 N.

Orlando, west of Parramore St., at
Otay Plaoe.

Orlando, at Coca-Cola Plant, north
slde of Conr Av., east of Atlannt
ATe.

Orlando, Rbout 00 feet west of
Magnolia Ave., about 3'0 feet
north of Coloieal Drive.

Orlando Post office

John Keene

Baxter Long

State Road Dept.

Orlando Utilities Con.

florida Public Service

Hoequist Airport

Jesse Bumby

Jesse Baby

Matchett

Crittenden

City of Orlando

City of Orlando

V. S. Amy

U. S. Dept. Agr.

Coca Cola Co.

City of Orlando

Raehn

senry aeahn

May Brothers

Gray Well & Pump Co.

Layne-Atlantic Co.

Layne-Atlaantic Co.

Yan & Hse Mach. Oo.

Coboon Machinery Co.

1940

1925?

Feb. 1930

Jan. 1937

Oet. 1940

Sept. 1943

285

318

977

908

1050

191

128

92

12

18
12

6

12

12

6

6

8

10

10

3

10

Surface.

None

None

None

None

None

None

None

None

None
None

None

None

1

None

None

None

244

Supply
(ooling

Draineag

Drainage 1lG well No. w-121.

Drainage 7OS well No. W-362.

Supply r1S wall No. 1-367.
municipall)

Supply I70 well No. W-527.

Drainage

Drainage

Drainage

Drainage

Drainage

Drainage

Drainage

Drainage

Supply 70GS well No. W-809.

Supply Produoea inflamable
(cooling gas.
system)

None Polluted. Not used.

Draainage

LAKE COONTTY

1 Tavare, 200 Nrth Central,ATv. A AXArrlagton 150 4 Top of flange. about 3 inches above 99.25 1 Iigatilo
liad suraoe.

OSCEOLA COUNTY

5 1 alls outbhst of lesiamee. A. P. Tate 400(9) 4 Top of northeast corner of conoret 67.16 2 Irrigation
e a. 32, T. 25 S., R. 29 2. Irrigation box, about 1 foot above
land uorface.

_____ SEMINOLE COUNT

35 Southeast ede or Late .Tesap, s. Ze -- 4 Top of aouth of valve. 18.72 10 Observa- IReorder lnstallatlon.
about 4 Mlle northeast of Oviedo. tlon

36 Sanfoza, at Celery Ave., north John amble -- 1913 90 80 4 Top of horizontal 8-inch pipe, over 14.89 1 Irrigation
aide Celery Ave., at eaot aide of concrete irrigation pipe.
drivewTay across road from reside
of Joln Brumley. Sea. 28, T. 19
S., R. 31 Z.
37 About 3 allme aouthwest o C off antaord Layne Atlantic Co. Apr. 1943 160 90 12 ----------------- None Supply 7I8 Wall No. W-765.
ford. Il see. 11, T. 20 S.,
R. 30 3.

TABLE 2

Water levels, in feet, with reference to measuring point.

(See Table 1 for altitudes of measuring points. Water levels in
wells 1 to 66 through 1934 are from U. S, Geologina1l Survey Water-Supply
Paper 773-0 and have been adjusted for difference in measuring points)

Well 'Wter Well Water Well 1ater
No level o, Date level N. Dat level

Orange County Orange County i Ornge. County
S (Cont'd..) (Cont'd.)
1930
1 Aug. 4 -29.1 1934 1930
8 -29.44 1 Jun. 19 -28.3 3 Aug. 8 -31.37
21 -30.9 1943. 21 -32.0
S25 -29.9 I My 18 -38.38 25 -32.0
Sep. 2 -31.3 25 -37.73 Sen. 2 -33.2
8 -30.6 Jun, 10 -38.36 8 -32.4
15 -30.4 17 -38.46 15 -33.10
1931 25 -38,63 1931
May 13 -31.90 Aug. 19 -37.50 Aug. 8 -36.5
Jul. 14 -34.2 O.t. 28 -36.61 1943
18 -34.22 Jun. 25 -40.48
Aug. 8 -34..57 1930 Aug. 19 -39.30
14 -34.42 2 Aug. 5 -30.7
15 -34.42 8 -30.9 1930
1932 21 -31.5 4 Aug. 6 -38.4
Jan. 6 -35.9 i 25 -31,8 8 -37.48
Feb. 9 -36.5 Sep. 2 -32.8 21 -39.0
A Mar. 9 -36.7 8 -32.1 25 -38.7
Apr. 5 -37.16 15 -32.8 Sep. 2 -40.0
Jun. 16 -36.40 1931 8 -39.0
Jul. 4 -36.86 Jul. 14 -35.8 15 -39.9
S Aug. 2 -36.90 i Aug. 8 -36.2 i 1931
Sep, 7 -36.76 1933 Jul. 13 -43.6
10 -37.0 May 11 -40,2 Aug, 8 -43.95
S Nov. 18 -37.21 1943 14 -43.70
1933 May 17 -39.98 15 -43.70
S My 11 -38.62 .18 -39.95 1932
'25 -38.8 25 -39.18 Jan. 6 -44.9
Nnv. 28 -34.6 Jun. 10 -39.83 Feb. 9 -46.2
1934. 17 -39.93 Mar. 9 -45.6
Jan. 4 -35.7 25 -40.03 Apr. 5 -45.41
Mar. 21 -36.2 Jun. 16 -45,04
S ay 17 -34.1 1930 Jul. 14 -45.51
Jun. 18 -27.8 3 Aug. 4 -31.0 Aug. 2 -45.78
I ~i i

Table 2 Cont'd,

Water levels, in feet, with reference to Rmsuring point
Well Water Well Wrter W'll Water
Dte level Dt Date level
NHO level I-o. l N~n la vel

Orange County
(Cont'd.)

1932
4 -Sep, 7
10
,NO, 18
1933
May 11
1943
Jun. 21
25
Aug. 19

1930
5 Aug. 5
8
21
25
Sop. 2
8
1931
Jul. 13
Aug. 8
14
15
Sep. 10
1933
Mly 11
1943
lhy 25
Jun. 10

1930
Aug. 5
8
1931
Jul. 13
21
Aug. 8
1943
Uqy 17
25

Orange County
(Onnt'd.)

-45.86
-45.6
-47.1

-47.5

-47.4
-47.35
-46.17

-35,71
-36.03
-37.8
-37.35
-38.7
-39.1

-42.4
-42.75
-42.40
-12.35
-45.00

-46.6

-45.50
-46.36

-39,0
-37,55

-44.0
-435.6
-44,3

-47.78
-47.31

1943
6 Jun. 10
17
25
Aug. 19

1930
7 Aug. 5
8
21
Sap. 2
.8
15
1931
Jul. 13
21
Aug. 8
14
15
1932
Sep. 10
1933
May 11
25
Nnv. 27
1934
,,y 18
Jun. 16
18
19
20
21
23
26
1943
May 18
25
Jun. 10

Orin~. County
(Cont'd.)

-48.03
-48.13
-48.21
-46.9

-38.6
-38.15
-39.6
-40.7
-39.9
-40.7

-44.75
-44.30
-45.00
-44.70
-414.70

-47.55

-49.2
-19.4
-45.0

- 1,
-43.9
-31.7
-35.7
-36.5
-37,2
-37.7
-37.8
--38,7

-48.78
-48.32
-48.99

1930
8 Aug. 8
Sf-. 2
8
15
1931
Jul. 13
20
Aug. 8
14
15
1933
MIiy 10
1934
Jun. 18
26
1943
Miy 10
25
Jun. 17
25
Aug. 19

1930
9 Aug. 8
15
Sep. 2
15
1943
MA y 17
22
25
Jun. 10
17
25

1930
10 Aug. 4
8
Sep. 2

-34.98

-37.4
-37,9 )
-57.47

-41.2
-40.57 i
-41.42
-41.17
-41.12

-45.77

-35.
-35.1

-44.69
-4 4.86
-45.61
-45.74
-41.3

- 1.20
- 0.4
- 4.0
- 3.8

-14.01
-14.10
-14.10
-11.75
-14.9
-14.94

- 3.53
- 4.735
- 7.50

'51

Tabloe2 Cont'd.

Water levels

Orange County
(Cont'd.)

1930
10 Sep. 8
15
1931
IMay 1
13
15
Jul. 10
13
29
31
Aug. 5
7
8
14
15
18
1932
Jan. 6
Feb. 9
Apr. 5
Jun.
Jul. 14
Aug. 2
Sep. 7
10
Nov. 18
1933
Mny 11
25
Nov. 24
28
19 r4
Jan. 4
Jun. 5
19
26
1943
My 17
25
Jun. 10

- 5.50
- 7.30

- 9.1
- 8.9
- 9.42
-11 .6
-11 ,8
-11 ,45
-11,,58
-11.,8
-11.85
-11.9
-11.2
-11,4
-11.7

-13,23
-1. 05
-13,95
-11.20
-13.9
-13.
-13.
-14.1
-14.57

-15o9
-16.0
-11.8
-12.0

-12.4
-11.3
- 2.5
- 4.7

-15.89
-14,,85
-15.56

,e t

Orange County
(COnt'd.)

1930
11 Aug, 5
8
21
Sen. 2
1931
Aug. 8
14
15
1932
Feb. 9
Mar. 9
AIr. 5
Jun. 16
Jul. 14
Au.:. 2
Seo. 7
10
Nov. 10
1933
hiAy 11
25
Nov. 28
1943
Jun. 25
Aug. 19

1913
12 Mqy 17
25
Jun. 10
25
Aug. 19

1943
13 Jun. 15
17
25

1926
14 Den.

-32.8
-32.57
-34.53
-35.1

-39.25
-38 90
-38.90

-41.4
-41,.2

-40.11 ii
-41,31
-41 25
-41.21
-A1.5
-11.72

-43.1
-43.2
-39.1

-,12.67
-41.55

-15.15
-14.23
-14.94
-15.15
-13.82

-42.71
-42.78
-4?.86

-32.5

iint

Orange County
(COnt'd.)

1943
14 1May 18
25
Jun, 1
10
17
25

1927
15 F-"b.
1943
M1y 18
25
Jun. 10

1927
16 Aug.

1926
18 Lr y

1926
20 Apr.
1913
vIwy 17
25
Jun. 10
17
25
Aug. 19

1926
21 Oct.
1943
May 27

1926
22 Ont.
1943
M'iy 14
25

-38.51
-37.70
-38.16
-38.26
-39.46
-38.58

-38.

-41.10
-40.31
-40,40

-22.5

-27.

-42.

-47.68
-46.76
-47.45
-47.50
-47.69
-46.56

-40.

-42.19

- 8.

-16.96
-15.25

Table 2 Cont'd,

Orange County
(Cont 'd)

1943
22 Jun. 10
17
25
Aug. 19

1926
23 Ot.
1943
Mqy 18
25
Jun. 10

1926
24 0nt.
1943
Jun. 16

1926
25 Den..

1926
26 Mar.

1926
27 Mnr.
1943
May 17
25
Jun. 10

1926
28 Jul,
1943
MYy 17
.25
Jun, 10

1943
29 Jun. 16

-15.85
-16.00
-16.14
-15.O00

-45.

-48.94
-38.57
-39.32

-23.

-34.90

-36.

-41.

-46.83
-45.89
-46.59

-34.

-42.96
-42.09
-42,77

-40.35

Orange County
(Oont'd.)

1943
29 Jun. 25
Aug, 19

1926
30 Mar.
1943
*May 17
25

1927
31 Feb.
1943
Mly 17
25
Jun. 10
17
25
Aug. 19
0nt. 20

1927
33 Feb.

1926
34 Nov.
1913
Jun. 25
Aug. 19

1930
35 Aug. 9
28
Ofit. 4
1931
Mqr. 23
Miy 13
Jul. 10
Aug. 7

-40.47
-39.28

-46.

-48.85
-48.45

-40.

-40.89
-40.29
-40.84
-40.96
-41.01
-39.93
-38.20

-40,

-35.

-40.94
-39.74

-29.65
-31.10
-32.9

-33.85
-32.82
-35.33
-35.65

Orange County
(Cont'd.)

1932
35 Sep. 9
1933
Nov. 22
1934
May 14
15
Jun. 20
1943
May 12
19
31
Jun. 8

1930
36 Aug. 9
28
O.t. 4
1931
Mar. 23
May 13
Jul. 10
Aug. 7
1932
Sep. 9
1933
May 11
Nov. 22
1934
M1r. 12
May 14
22
Jun. 4
1943
May 11
19
Jun. 8
Jul. 1
Aug. 20

-37.65

-35.45

-36.9
-35.5
-27.9

-38.98
-38.94
-39.00
-39.20

-31.08
-32.55
-34.42

-35.30
-34.33
-36.90
-37.25

-39.25

-40.9
-37.1

-38.
-38.5
-34.8
-36.5

-40.00
-40.46
-10.60
-40.80
-38.8

Table 2 Cont'd,

i Well
No.

Water levels, in feet, with referene to measuring point

Date

W'ter
level I

Well
No.

Date

- -- .----.-.-.-- --I -7-,~I-----L I~

Orange County
(COnt'd.)

1930
37 Aug. 9 -31.00
28 -32.50
0nt. 4 -34.48
1931
Mar. 23 -35.55
May 13 -34.39
Jul. 10 -36.90
Aug. 17 -37.25
1932
Sep. 9 -39.25
1933
YMy 10 -41.0
Nov. 2 -37.1
1543
May 11 -40.79
Jun. 8 -40.67
Aug. 20 -39.7

1930
38 Aug. 9 -28.29
28 -30.19
29 -30.5
0-t. 4 -32.8
1931
Mar. 23 -33.64
k'y 13 -32.5
15 -33.0
Jul. 10 -35.8
14 -35.80
18 -35.84
80 -35,409
Aug. 3 -36,01'
7 -36 i.
14 -36,0
1932
Sep, 9 -38.4
1933
May 10 -40,21
Nov, 21 -5,r?
27 -35,6
De". 28 -37,0

Water
level

Orange County
(Cont'd.)

1934
38 Jan. I
Feb. 26
Mar. 12
21
IMay 14
15
16
17
22
29
31
Jun. 5
8
19
20
21
1943
liny 11
19
Jul. 1
Aug. 20
0.t. 28

1931
39 Aug. 3
7
1932
Se-I. 9
1933
May 10
Nov. 21
1934
Miar. 12
19143
May 11
19
Jun. 23
Aua. 21

-37,2
-37.6
-37 .2
-37.8
-37.5
-35.6
-36.1
-34.1
-32.7
-32.8
-33.8
-3,4,8
-35.1
-25.9
-26.2
-26.9

-39.85
-39.73
-40.23
-38.8
-36.9

-34.0
-3,1.03

-36.0

-38.0
-33,83

-37 59

-37 1?
-36.5

1943
May 11

Well Water
No. Date lavel

Orange County
(Cont'd.)

1943
40 Mqy 19 -34,86
Jun. 8 -35.29
Jul. 1 -35.14
Aug. 20 -31.1

1931
41 Jul. 10 -31.75
27 -32.00
Aug. 7 -32.25
1932
Sen. 9 -34.0
1933
May 10 -35.5
1943
May 11 -36.12

1931
42 Aug. 7 -40.1
1933
Nov. 22 -40.1
1934
May 18 -39.6
Jun. 19 -34.6
21 -35.3
22 -35.5
26 -36.0
1913
May 12 -13.49
Jun. 8 -43.62
Aug. 20 -48.69

1930
13 Aug. 9 -37.82
28 -39,0
O0t, 5 -40,74
1951
Mar. 23 -.1 60
hMy 13 --10 5?
Jul. 10 -4? 87
Aug. 7 -43.25

----

--- ------- ~-- --------

STable 2 OCnt'd,

Water levels. feetP with reference t measuring pint
Well Water Well 'ter Well 7er j
Date le Date IDate e
Noe level ln. level NR. lveL

Orange'County Orange Countv Orar--e County
(Cnnt'd.) (Cnt' d.) (Cnnt d.)
1932 131 1943
43 Sep. 9 -45.3 46 Mar. 23 -35.8 47 Aug. 20 -16.00
1933 May 13 -34.42 27 -15.79
May 11 i 46.9 Jul. 10 -36.70 SeD. 3 -15.79
Nov. 21 -43.1 Aug. 7 -37.00 Ont. 17 -12,35
1934 1932 20 -12.54
Mar. 12 -44.3 Sen. 9 -38.9 24 -12.76
May 18 -42.5 1933 30 -12.98
Jun. 4 -43.0 0 Nay 11 -40.5
19 -37.3 Nov. 22 -36,9 1 30
21 -38.2 1943 I 48 Aug. 29 -28.1
22 -38.1 i iay 12 -39.75 0"t. 4 -31.81
26 -38.9 1943
1943 1930 May 11 -38.88
L ay 12 -46.64 47 Sep. -. Jun. 8 -39.01
Jun. 8 -46.76 1931 23 -39.15
Aug. 20 -45.84 Jul. 9 6.
14 5.5 1945
1930 15 5.5 49 Yay 12 -54.49
44 Aug. 28 -25.42 17 5.67 Jun. 3 -54.00
O.t. 4 -27.2 19 5.75 8 -50.97
1931 22 5.74 Aug. 20 -53.4
Y'a. 23 -28.06 29 5.70 1
,ay 13 -26.87 Aug. 9 6.0 1943
Jul. 10 -30.1 12 6.1 50 Jur. 8 -29.30
21 -29.9 13 6.2 2.: -29.46
Aup. 7 -30,37 16 6.1 Aug. 20 -32.4
1932 l19
Sep. 9 -32,77 Jan. 6 -11.75 1930
1933 Feb. 9 -12.R9 51 Aug. 28 -29.40
May 10 -34.7 Yir. 8 -13.45 Ot. 4 -30.90
EKnv. 21 -30, A-r. 5 -14.6 1951
1943 J|un. 16 -12.96 par. 22 -32.
:ay 11 -53,57 Jul. 14 -13.95 Mav 13 -29.1
19 -34.45 3en. 9 -11.3 Jul. 10 -3.11
Jun. 23 -34.84' Nov. 18 -14.48 22 -32.8
Aug. P1 -3'.3 1933 Au-. 8 -53.6
Miay 10 -18.0 11 -33,51
1930 1943 1932
46 Aug. 9 -31,79 Jul. 31 -16.27 Sep. 9 -36.31
28 -32.85 Aug. 7 -16.20 1943
Ont, 5 -34.4 13 -16.38 ay 11 -38.47
__ __________

Table 2 Onnt'd.

Orange County
(Oont'd.)

1943
51 Jun. 8
23
Aug. 20

1931
52 Mar. 23
Jul. 10
18
Aug. 7
14
1932 ..
Sep. 9
1933
May 11
1934
May 18
22
Jun. 19
21
26
1943
May 12
Jun. 10

1931
53 Mar, 22
MAy 13
Jul. 10
1932
Sep. 9
1933
May 10
Nov. 22
27
1934
May 18
22
Jun. 7
18
20
g6

-38.56
-38.60
-37.2

-34.6
-36.0
-36.05
-36.3
-36,4

-38,5

-40.2

-35.6
-34.9
-30.
-30.8
-31.5

-40.18
-40*14

-31.65
-30.37
-32.84

-36.1

-38.1
-33.3
-33 .4

-34,4
-32.8
-33.7
- 9.4
-27.3
-28.6

Orange County
(Cont'd.)

1943
53 May 11
Jun. 8
23
Aug. 20

1931
54 Jul. 16
Aug. 15
1932
Sean. 10
1933
May 10
Irnv. 22
1934
Mar. 21
May 18
1943
May 15
Jun. 5
12
26
Aug. 13
24

1931
55 Jul. 16
1932
Sep. 10
1933
May 10
Nov. 22
1934
May 18
Jun. 18
1943
MNy 15
5
12
Aug. 24

-38.32
-38.34
-38.46
-37.0

-25.35
-25.15

-28.1

-29.7
-25.65

-27.3
-25.0

-23.80
-27.35
-28.86
-29.23
-26.94
-26.75

-15.7

-19.0

-20.6
-16.55

-16.0
-10.0

-20.63
-20.33
-20,38
-18.98

Orange County
(Cont'd.)

1931
56 Jul. 17
31
1932
Jan. 6
Feb. 9
Mar. 8
Apr. 4
Jun. 16
Jul. 14
Aug. 29
Sep. 7
10
Nov. 18
1933
May 10
Nov. 27
1934
May 18
Jun. 7
29
1943
May 15
Jun. 5
12
Aug. 11

1931
57 Aug. 13
1932
Jan. 6
Feb. 9

1931
58 Jul. 14
1932
Jan. 6
Anr. 4
Jun, 16
Jul. 14
Aug. 2
Sep. 7

-59.4
-59.7

-61.9
-63.0
-63.1
-63.28
-63,79
-63.67
-63.97
-64.08
-64.0
-64.50

-64.0
-60.9

-62.3
-61.9
-58.6

-64.87
-61.99
-65.08
-61.69

- 1.0

- 2.66
- 3.

/ 9.3

/ 8.4
/ 3.4
/ 5.9
/ 4.6
/ 5.7
/ 4,7

Table 2 Oont'd.

Well
No.

SWater
Date level

Orange 'County
(Cont'd.)

1931
59 Aug. 12
1933
De". 18
1943
May 15
Jun. 12

1943
60 Jun. .12

61

1931
Jul. 14
1932
Jan. 6
Feb. 9
Apr. 4
Jun. 10
Jul. 14
Aug. 2
Sep. 2
9
1933
Miy 10
25
Nov, 23
19S4
Jun. 5
6

1944
May 5
Jun. 12
Aug. 21

1931
62 Aug. 8
1933
May 11
1934
Jun. 2
1943

Aug. 21

-21.3

-22.8

-28.76
-28.74

-45,14

-40.4

-42.8
-415.2
-16,0
-44.10
-4,91
-45 .3
-43.12
-44.2

-47.15
-46.8
-42,1

-52.5
-36.4

-47.91
-47.93
-42.10

-19.1

-24.3

- 1.9

-24.14

Well
No.

Water
Date level

Orange County
(Cont'd.)

1931
63 Aug. 5
1933
hMay 11
Nnv, 24-
1934
Jun. 4

1931
64 Aug. 5
1933
May 11
Nov. 24
1934
Jun. 4
1943
Aug. 7

1933
65 May
1943
Jun. 19
Aug. 2

1933
66 Nov. 28

1943
69 IMay 8

1943
71 Miy 8

1943
78 May 19
25
Jun. 10
17
25
Aug. 19

79 May 11

-15.15

-17.6
-1-.6

- 8.2

-21.8

-24.2
-21.25

- 5.

- 5.2

-22.6

-26.89
-85.72

/ 7.1

-37.30

-30.75

-4.1.41
-43,96
-14.63
44 .89
-14.93
-43.5

-19,55

_. Weter levels, in feet, with reference to measuring pOint

Well
No.

Water
Date level

Orange County
(Cont'd.)

1943
79 Aug. 20 -

1913
81 May 13 -
22 -
28 -
Jun. 4
29 -
Aug. 18

1943
82 May 13
22 -
28
Jun. 4 -
11 -
29
Aug. 18

19143
83 May 14
21
Jun. 4
11
18
25
Aug. 18

1913
84 Mqy 14
21
Jun. 4
11
18
25
Aug. 18

1941
85 Apr. 5

86 Apr. 1

-kS.6

39.92

55.27
54.68
55.00
55.17
55.13
-56.47

.57.52
.56.90
-57.21
-57.42
.57.51
-57.18
-56.69

-15.63
-45.25
-45.33
-45.5
-45.
-13.4
-144.6

-50,01
-45.80
-45.81
-45.9
-46,2.
-46.3
-15.2

q '' ----- I~- -

- --- --I IL- -"~'-- -------- -- --- ---------- '

I

Table 2 Cont'd.

Water levels, in feet, with reference to measuring point
Well Water Well W ter Well Water
No, Date level No. Date level No, Date level
-- --I. -- -

Orange Oounty
(Oont'd.)

1941
87 0.tt

i943
88 May 13
21
28
Jun. 4
11
25
Aug. 18

19413
90 May 13
21
28
Jun, 4
11
18
25
Aug. 18

1943
91 May 13
21
28
Jun, .4
11
18
25
Aug. 18

Orange County
(Cont'd.)

86

1943
May 14
21
Jun. 4
11
18
25
Aug. 18

-45.79
-44,62
-45.. 67
-4:5.74
-46.04
-46,13
-43.9

-45.

-29,98
*31,.75
-24 28
-24,34
-34.56
-30.3
-18,9

-51,94
-51.72
-51 .66
-51 .83
-51,97
-52.10
--52.25
-51.18

-42.78
-42.641
-42,08
-42.58
-42.73
-42.5
43.32
-42, 0

30.23
37.2

47.6

48.36
48.1
-47.12

-37.

1943
92 May 21
28
Jun. 4
11
18
25
Aug., 18

1943
94 May 13
22
28
Jun 4
11
18
25
Jul. 30
Aug. 19

1943
95 May 18
25
Jun. 10

1943
96 May 19
25
Jun. 10

1943
97 May 19
25
Jun. 10
.17
25
Aug. 19

1943
98 May 19
25
Jun. 10
17

-41,94
-43,72
-13.41
-.43.23
-43.7
-43.8

-52.25
--51 .61
-51 .97
-52 17
-52,25
-52.40
-.52.. 56
-49,6
-48,2

-46,25
-45.,60
-46.10

-34.28
-33.86
-34.60

-31,37
-31 .00
-31.67
-31,74
-31 .94
-30,52

-36.85
-37.63
-38.34
-38.46 1

Orange County
(Cont'd.)

1943
98 Jun. 25 -
Aug, 19 -

1937
99 Aug. 11 -

1943
100 Jun. 17 -
25 -
Aug. 19

1936
101 Nnv. 4

1934
102 Nov,

1943
103 May 21
25
Jun. 10

1943
104 May 21
25

1943
105 MIay 21
25
Jun. 10
17
25
Jul. 1
Aug. 10
19

1943
106 May 21
25
Jun. 10
17
25

-16.34
-15-95
-46 -66

-17.80
-47 44

-47.79
-47 43
-48,12
-48..20
-48 25
-18.25
-47,67
-16.95

-49.76
-49. 36
-50.09
-50.16
-50,27

1943
May 14

'1*-

Table 2 Cont'd.

Water levels, in

Well Water
Date a
No. Dat level

Orange County
(Cont'd.)

106

108

1943
Aug. 19

1943
May 23
30
Jun. 6
13
20
27
Jul. 25
Aug. 22

1936
110 Jul.

1943
112 May 26
Jun. 10
17
25
Aug. 19

1943
113 Jun, 25
Aug. 19

1925
114 Jun. 4

1943
116 May 26
Jun. 17
25
Aug. 19

1943
117 May 27
Jun, 10
17
25
Aug. 19

-49.15

-46.88
-47.31
-47.66
-47.75
-18.10
-47.70
-47.15
-B5.90

-41.

-44.53.
-45.05
-45.18
-45.29
-43.8

-38.16
-37.51

-22,

-44.56
-45.23
-45.43
-44. 24

-43.75
-44.00
-44.17
-'14.11
-42.9

feet, with referene to measuring point
Well W'Waer Wll Water
Date N. Dat lv
levril Nn l1vel

Orange County
(Cont'd,)

1943
118 May 26
Jun. 10

.1943
121a Jun. 14

1943
121b Jun. 14

1943
121n Jun. 14
17
25
Aug. 19

1923
122 Jun. 7

1923
124 Jul.

1926
126 Nov,

1925
127 Jnn,

1943
131 May 26
Jun. 10

1921
135 Sep,

1943
136 May 27

1943
138 May 26

-16,58
-17.12

-19.30

-24.80

-24.42
-24.85
-24.71
-23.58

-.,.

-55.

-19.

-28.

-45.92
-46.60

-43,

-45.85

-16.76

Jun. 10 -47.27

Orange County
(Cont'd.)

1943
139 May 26
Jun. 10
17
25
Aug. 19

1940
140 A r.

1943
141 Jun. 17
25
Aug. 19

1928
143 Jul. 1

1924
144 Aug. 2

1943
155 May 31

1943
156 May 31

19-13
157 May 31

1943
158 M1y 31

1943
159 Jun. 8

1943
160 May 31

1943
161 May 31
Jun. 17

-14.85
-15.37
-15.52
-15.61
-14.46

-53.

-42. Q4
-42.98
-11.4

-43.

-34.

-31.93

-34.97

-34.0

-37.28

-30.40

-34,28
-34.54

-..-~. _______________ _________

-

59

Table 2 Oont '.

irater levels, in feet, with reference to measuring point
Well Wator iell Water Well Water
N. Date level N. Dte level Date level

Orange County
(Cont'd.)

161 Jun. 25
Aug. 19

1943'
162 .May 31
Jun. 8
Aug. 20

1943
169 Jun. '1
10
17
25
Aug. 19

1943
171 Jun. 1
10
17
25
Aug. 10
19

1943
172 M1y 31

1943
174 May 31
Jun. 8
Jul, 1
Aug. 2

1943
175 May 31
Jun. 8

1943
176 Miay 31
Jun. 8
Jul. 1

Orange County
(Cnnt'd.)

-34.69
-33.0

-33.57
-33.65
-32.72

-46.15
-46.28
-46.37
-46.45
-45.1

-42.42
-42.56
-42. 69

-42.00
-41.5

-34.'63

-33,27
-33.48
-33.65
-32.50

-35 ,81
-36.00

-35.80
-35.99
-36.2

177 Jun. 3
Jul. 10
25
Aug. 20

1943
178 Jun. 3
10
Aug. 20

1943
179 Jun. 3
8
Jul. 1
Aug. 20

1943
184 Jun. 5
12

1943
190 Jun. 25
Aug. 19

1943
193 Jun. 17
25
Aug. 19

1943
197 Jun. 21
Aug. 21

1943
199 Jun. 23

1932
210 Aug. 21

Ormnge County
(Cont'd.)

222 Sep. 4 -56.8

1943
223 Sep. 4
11
25
Oct. 9
15
16
20
30

1943
224 Sep. 4
11
0.t. 15
20
30

1943
242 Sep. 1

-56.22
-55.4
-52.3
-54.6
-53.80
-53.92
-51.61
-55.72

-56.14
-55.2
-53.83
-54.65
-55.27

-38.

-39.31
-39.47
-39.79
-38.68

-112.98
-43.14
-43.23

-33.89
-34.10
-34.26
-33.26

-65.70
-65.78

-46.66
-15.5

-3;., 81
-34,85
-33.45

-23.11
-21.09

-47.0

- 3.17

- w qq~_~__y___1 ~

Lqke County

1943
17 Aug. 11 -12,33
S-- --- r l t .- .
Osi. ola County

1934
3 De". 21 / 2.66

1943
Aug. 9 / 2.6

Seminole County

1938
35 Nov. 18 /16.7

Table 2 Oont'd,

S Water levels, in feet, with reference to measuring point.
* Io. Date level No, Date level No. Date le (l

Saminnlo County
(Cont'd.)

1939
F~b. 2

1941
Aug. 28
Nov. 20

1942
Miy 30
Jul. 85
Aug. 18

1943
May 8
Junv 9
Jul. 30

1913
36 Aug. 26

/17.9

/18.9
/19.0

/18.2
/19.0
/18.5

/16.5
/16.6
/17.1

/ 9.7

: .BI LIOGRAY

Cole, W. (1941) Strttigraphii and paleontologin studies of wells
in Florida, Florida Geol. Survey Bull. 19.

-------- (1942) Stratigraphin and paleontoloa studies of wells
in Florida--No. 2, Florida Geol. Survey Bull. 20.

------- (1944) Stratiraphi_. and paleontol.gi, studies of wells
in Florida..-No. 3, Florid Geol. Survey .ull. 26 (in press).

Cooke, C. W., and Mossom, Stuart (1929) Geology of Florida, Florida
Geol. Survey, 20th Ann. kept. 1927-1928, pp. 29-227,
pls. 1-29.

Kingston, S. P. (1943) Contamination of water supplies in lirmstone
formations, Am. Water Works Asso.. Jour., Vol. 35, No. 11,
pp, 1i150-1156.

Matson, G. 6., and 6anford, Samuel (1913) Geology and ground waters
of Florida, U, S. Geol. Survey ,ater-Supply Paper 319.

Sellards, E. H. (1908) A reliminaI r report on the underground water
supply of centrall Florida, Florida Geol. survey Bull, 1.
---------- (1910) Some Florida lakes and lake basins, Florida Geol.
Survey 3d Ann. Rept., 1909-1910, pp. 43-76.

---------- and Gunter, Herman (1910) The artesian water supply of
eastern Florida, Florida Geol. Survey 3d Ann. Rept.,
1909-1910, pp. 77-195.

Stringfield, V. T. (1933) Ground-water investigations in Florida,
Florida Geol, Survey Bull. 11,

----------- (1936) Artesian water in the Florida Peninsula, U. S.
Geol. Survey Water-Supply Paper 773-0, pp. i-iv, 115-195,
pls. 6-16.

Stubbs, S. A. (1937) A study of the artesian water supply of Seminole
County, Florida, Florida Anad. Sni. Fro"., vol. 2,
pp. 2 -36,

Well Well
39 44

NE a

RECENT

H 4T

EoCOEN

0 L

Well
233

Well

z~il

OlinN

zzL socCIf.

MEAN
SEA LEVEL

OCALA

MIDDLE EOCENE

GEOLOGIC SECTION ALONG LINE A-A' IN FIGURES 7 a 9
Based on well cuttings and logs on file at the Florida Geological Survey

EXPLANATION

* Unconsolidated sand
and cloy .

Shell morl

SPhosphatic marl

Sandy, phosphatic
limestone

White to cream
porous limestone

Buff tobrown
recrystallized limestone

Cased portion of well
Uncased portion of well

I 0 .2 3

APPROXIMATE HORIZONTAL SCALE IN MILES

MAN --0
-EA .<

- 00

i
-200-i

-300 -

;---
~;;.-..Lfl.JJ_.
:...-
ii
;
;:.

.500-

-600- J

eoo
-800 -

-900-

.9501

FIGURE 1

c-
-
--

Well
56

PLE-Isgro a RECEIVr

OCALA

MIDDLE

EOCENE

-500

GEOLOGIC SECTION ALONG LINE B-B' IN FIGURES 7 a 9
Based on well cuttings and logs on file tf tne Florida Geological Survey

EXPLANATION

- Unconsolidated sand
ond clay

Shell marl

Phosphatic 'marl

.::. Conglomeratic
limestone

Sandy, phosphatic
limestone

White to cream
porous limestone

* [ i Buff to brown
recrystallized limestone

S Cased portion of well
SUncased portion of wel!

I 1 2 3
APPROXIMATE HORIZONTAL SCALE IN MILES
APPROXIMATE HORIZONTAL SCALE IN-MILES

PLEISTOCENE B RECENT

EOCrIE
MIDDLE

Well
222

Well.
46

MIDOLFe .0CE6

MEAN
SEA LEVEL

t

'-- ~---''~';--;~': --1 ~-: -~~ :~;'~ 'I

7-7Z

-1
.:-._.- -I.

.FdGURE 2

I

i .:-

L~i :1

.--

-I

'.
;;; ;---:---
-~
- .

PLE/S TOCENE

a RECENT

HA w r 9

MID0C kOCE.Nk

GEOLOGIC SECTION ALONG LINE C-C' IN FIGURES 7 a 9
Based on well cuttings and logs on file at the Florida Geological Survey

EXPLANATION

M-2M" Unconsoidated sand

f; Conglomeratic
limestone

Morl

Shell morl

Phosphatic morl

White to cream
porous limestone

White to creom
recrystallized limestone

BI Buff to brown
recrystollized limestone

] -Cosed portion of well
Uncosed portion of well

.5
APPIOXIMATE HOAIZINIAL SCALE IN MILES

Well Well Well Well Wal
94 224 82 1 3 Well

FIGURE 3

Well
49

PLEISTOCENE
a RECENT

MIDDLE EOCENE

PLEISTOCENE a RECENT

MIDDLE EOCENE

.-.-._. ,

:::
it i ;-
;...:r., `;
: i .;.i.- '-e,
i.7..:.i :;
r ~" r
i. .' I-.r

10o Well
1 54

64

MEAN
SEA LEVEL

MEAN -
SEA LEVEL

.400

-450

.ewo

.400

" --

slas

w

66

70

65

60

65

60

m
z o

Z "

WATEi LEVELS IN THREE ORANGE. C
AND MONTHLY RAINFALL

-*1 .,.-

COUNTY WELLS

: .. ~ c

i1586~~: ''
.Lu'
''~`7

4z

B, ). .5' B A

a' I

OL 0L401
ov
OL1g BAIL

'A.

BALDB
00

G LLP

LLOOi

%AI

SD?1 $

T k Olt

rr

to

OIL elf'
KIT

EXPLANATION

---------1----------
Contour lines represent approximately the height, In feet,
to which water will rise with reference to mean sea level In
tightly cased wells that penetrate the principal artesian aquifer.
Contour Intervals 10 and 20 feet, changing on the 100-foot
contour line in Georgia.

APPsoSATliE SCALE IN UILCS

FIGURE 5
or o

L L AIN AU L
I I0
A 3 r -

CL ICH AMDO A L ANI T IC

BANC,
ow4 E s J.?
IN 7 .I

B?. B Be 1' B

iS9B*

00'1 IT--- C----

MAP REPRESENTING THE PIEZOMETRIC SURFACE IN FLORIDA
AND PART OF GEORGIA

r--

LA H 0 l CEA

OLUSI

01

A A tE 9 CHOSE

L -

0 L I t
9-1-/

-- ---- -- 4

I

r

DOOLYJ
LF-jj

-4

\\\U~"'~

-1 9,

~:

i

>

*00
221 219

\ -4

L 5AKE > _

VAR C FI

11 0 -16

O W NI M A K E ,. P

,-24
4~* 0-29o 0*% II3 0 *r *

/0 ( -1
21-4

~-34

0-AOW 0 2

50 -42

IsI
-%.-0

pm~.,191 116
0 "0', 92
A109 0(0-120 SOqr -

I 0-57 .LAECONWAY.1
IoR n ~ saw uawo "*New

MAP OF ORLANDO AND VICINITY
Rstsftoenih9Me Pftooengflk Swftm WWdS#owlq Loceons ~eof Well,

LAK FIGURE 7

EUSTS'.

SEXPLANAT ION
--ci Contour lines represent the height, in feet, to which
o, \-^ water would rise above mean sea level in tightly cased wells
SLAKE CO. that penetrate the Eocene limestones, August 1931.
(AMI T o LAKE CO. ^* y
S .*,o ,,0 ORANGE CO.
L. ADA LDL o Drainage well

S HARNE Supply well

0- r,) J'# ) Observation well on which altitude of
Measuring point has been established
ft154 L3 PRCVMR
O-so /da Well on which woter-level recorder J
B "3" 3 K5?& Y -35o" Wel7 which
S. I023 is installed

solo" na 'n Flowing spring

AoA ooKAMM

SR I ORANGE
o- -s o 3\

A K r lo ... ..ft ... ...MIE
O /

POLKAPOPKA "

POLK O O SC, ORLOCO.
L- ESEAT

STOOPEKAG 210
so- LA L

LAKE GO )LA~f,

*MAP OF ORANGE COUNTY AND R IoNS 'OF ADJACENT COUNTIES
I nMAP OF ORANGE et ,.ndN o p s.
SR::" ep entlngth ; P I metr! : ^!,ong of tWel "
:**** **^^.^^.^*^^^t^ ^^ .^^-'^

1.

;
~-
~ ~ '
i '

^
s

FIGUjAE

00
cC- -~2c 0

-- -~ 64

/ 220
L ANE
'I .L~L N

~FAIR VIWW FI

*0-33
26)

100,'
ZISI

0-i0-3o
~sWU5~

XPLANLAIO10
0 t24L~

-~t~mstalot Augst 150 -2-7
L~D-245 Ito

241 15 e?
0 Itsr

30 -13 0 14
0 -12711
i ssf ~-c
140 99~i~

0 t36 193
139

Ik-O fZO 1210~.
91 15191
Is

0-13$ L.-17
-137 23 313
*--0 2
llOI109O--lo 11~0~-ll 91 ~,~o-, ~ .~(c~'5to
CLEAR,'
0-168
L AYE,, 9 5 C 0-3

/so O t ~JSM AMl
44* o8'_L0
no 9- os 140+-43P
175"
176;
-234-O 0-s ,I~ I
-,LAKE. -:4:3-Y~:P

155~,.,.:.,..~ :i~~c

S"urn.g point hao .eto L AKE'CONWA
bservation well on which alti tude of
m@o808 plyg jidit has beenabm ,1 ahed
. ,Wllon water-level recorder

MAP OF ORLANDO AND VICINITY
Representing the Piezometric Surface and Showing Locations of Wells

Ccalustern/ .w 'o
,'.,.,'' ; f. r/tar oe totMILESi

i'.

-.r
v

;r

S. FIGURE 9
i> i. .

LAVROEf o EXPLANATION
SL CO. Contour lines represent thp height, in feet, to which
0 9 \rLV Co. 6 s water would rise above mean sea level in tightly cased wells
LAKE o AKE C that penetrate the Eocene limestones, August 1943.
So ORANE CO.
oD t .0, o 0 Drainage well

\ \ LAK. 0 Supply well
-e 1 \ ^ Observation well on which altitude of
L; ie< q "" t SY\ A measuring point has been established
/ U \ -4oi" Well on which water-level recorder
S\O-e o s isinstalled
J \s t\on ~ Flowing spring

*,, .AL 'A L1 L

"I 1 "' "| /

MAP OF ORANGE COUNTY AND PORTIONS OF ADJACENT COUNTIES

Representing the PiozometricSurfaco and Showing Locations of Wells
t M o9..
.. '00

J eo
0 1 % &

I o 1 L. ES
100P K1LIG O io

i 6 Pieomeri-0u64 Lad oiLcts &
Art....................

~h~J ~ ~ a ()I W I QLU10 UWort jIl

r

&/

~~~~-~~3

L~p

/ *58 0-lee
H .a'-~. ,.,

8 O-OO-ae --

226 0 1 96
S-S 0-166 0-0

-272 029 3t8O 2 9
00- 4 0 4 14OS 140_ Ib
S8 0 -82 0-24 ( 0-200 \

o12 Igo b,, k/ 70 <>- ,,

-74/0" "IME
9 a5 .1
,.O '\.1 ..e I :

226 go 0-16 40 .4
A4# 180

944 0-122

0- -48 *10 876 :30 90 3
10- M~C T24$ 1 1T Ila 0 _3
\3 .O 0 -14 40

2 37' .1

EXPLANATION O IS9 4)-A K,8

Contour lines represent the height, in feet,
Which wter uld rise abovemean vel

in tightly cased wells that penetrate the Eocenes & A
o Drainage we ll

Supply well
mea.uring point has been established ~~ 0- 1

'* l on which iw a ,e d a-I.,-
OsLEA .. Oulle well A.. \ j
0 11. ,S w ,AO

I* r^- V OZg y

S; Contwur linrm represent tha beight,.In fest,

r i

Sg-68

MAP OF ORLANDO AND VICINITY

Representing the Piezometric Surface and Showing Locations of Wells

0 MILES

CodoAr 6PiarAwim *

S,,...o "

,,2\ 4- )
C.?ss ^f r-pTL 1

r-- Aw I P, I -

\I LL1,

x

i;!

1;"1
5''''
;: ~ .~.
.
i.~ ,:
'''~

---

Fbr A"-----

;r
b

r/crrr,
Ismrw
.
i ci'l~':
i:"
re
r
:;'' ;...91:~~
.. `T,.:;~
~i v i .~
~ r

,, ~-;.I$::.;I:~
'."'"""
P~r~pi.

.~. ..~ ::
1..

l.t3~C;~
,r ..~
:~O-sa'
;fi~: '' '-
"'
~: ~;:: ~S
"r3C~'
I:
:str ta,~i
~
~
: ~.:.~
.~ "1~1~1 ,i
: ::~T~ ~:',~I'~C.
': ~ ~ .' `:. '.:::I:
''' ~`
L. j
.r: ':';''

"..~;I: ~"
r I:i
.r" ';I
"... .-~.~. .c~
.,.*
: '
I :
'
:'j .;~ ct:
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FIGURE II

I

No 9

No. 146c No. 19

100
78
50 -

-100
21 -
"0 -

.300 -
-1
u,
hi

< -300 -
U)
<(
z
4
U

0
I-
I.-
-I

-500

-600

-700 -

-100
80

0 50 100
RPMM.

No. 110

=
-

-

-A

0 100 200 300
REVOLUTIONS PER MINUTE

0 50 100
R.P.M.

0 60 t100
RRM.
o oo

No. 80

No. 92

- -

0 SO 100
R.P. M

No 91

1
?-
I F

0 100 200
R.RM.

Question marks (?) indicate that depth is uncertain.

35806
GRAPHIC REPRESENTATION OF RELATIVE VELOCITIES OF FLOW AT VARIOUS DEPTHS
IN FIVE SANITARYAND THREE DRAINAGE WELLS.

No. 94

-..----

0 50 100
RP.M.

0 100 200 300 400
REVOLUTIONS PER MINUTE

I .

LEGEND

Velocities are expressed in revolutions
per minute of current meter.

Reported depth of cased portion
of well.

Uncased portion of well.

Obstruction below which current
meter would not pass.

FLRD GEOLOSk ( IC SUfRiW

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	Title Page
	Table of Contents
	Introduction
	Topography and drainage
	Geology
	Ground water
	Well records
	Water levels
	Bibliography
	Diagrams, illustrations, maps