technical publication 88-4dpanther.fiu.edu/sobek/content/fi/12/09/02/50/00001/fi...2002/12/09 ·...

TECHNICAL PUBLICATION 88-4

April 1988

PRODUCTION ZONESOF MAJOR PUBLIC WATER SUPPLY WELLFIELDS

FOR THE COUNTIES IN THESOUTH FLORIDA WATER MANAGEMENT DISTRICT

This publication was produced at an annual costof $262.50 or $.53 per copy to inform the public.500 390

Jose A. Alvarez

and

Dennis D. Bacon

Water Quality DivisionResource Planning Department

South Florida Water Management District

EXECUTIVE SUMMARY

Identification and location of major Public Water Supply (PWS) wellfields is

the first step towards a wellfield protection program. By better locating the source to

be safeguarded, a more comprehensive protection program can be implemented. The

maps in this report illustrate both the spatial distribution and the vertical extent of

the major PWS wellfields for the counties of the South Florida Water Management

District (SFWMD). In addition, this report also contains an extensive wellfield data

base with well construction information and wellfield allocation distribution tableswhich indicate the principal production zones for all the wellfields cited.

Ground water dependence within the SFWMD is a direct result of the

productivity of the aquifers underlying the region. The Biscayne and the Floridan

aquifers are considered among the most productive in the world. Of the 16 counties

within the jurisdictional boundaries of the SFWMD (excluding Charlotte) all but four

rely entirely on ground water for their potable water demands. The four are Collier,Palm Beach, Lee, and Okeechohbee Counties where ground water accounts for 85, 80,75, and 5 percent, respectively, of their total permitted allocations. The remaining

percentage of their allocation is from surface water sources.

In many of the coastal counties where ground water is the principal source of

potable water, major ground water withdrawals occur from relatively shallow depths.

With the exception of Lee County, all other coastal counties are heavily dependent onground water pumped from less than 150 feet. For example, Palm Beach Countypumps approximately 85 percent of its permitted capacity from less than 150 feet.

Broward, Martin, Collier, and St. Lucie Counties pump over 90 percent of their

permitted capacity from less than 150 feet while Dade County pumps 100 percent of

its permitted capacity from less than 150 feet. Southeast Dade County is also the

primary supplier of ground water (by way of pipeline) to Monroe County. These

percentages draw attention to the vulnerability of our PWS wellfields from land based

contaminants and the need for and importance of safeguarding these wellfields from

potential contamination.

TABLE OF CONTENTS

Page

Executive Sum m ary ....................................... .......................... ........ i

List of Figures .................. .. ....... .............................................. iii

List of Tables ...................................... ............................ iii

List of Appendices .......................................................... iv

Abstract ................... .............................................................. v

Introduction ........................... .................. ................................ 1

M ethodology .................... ............ .................. ...... 1

Major Public Water Supply WeIlfield Maps .................................................... 4

Pumpage Distribution ............... .................................................... 5

Results ........................................... .... ........................... 5

Discussion ......................................... ................................. 18

References .............. ............................. 19

LIST OF FIGURESPage

1 Counties Located Within SFWMD Boundaries .................................... 2

2 Wellfield Inventory Questionnaire .................................................. 3

LIST OF TABLES

1 Areal Percentage of County Within South Florida Water ManagementDistrict Borders ..................................... .............................. 1

2 Number of Major Public Water Supply Wellfields and Number ofQuestionnaire Respondents Per County ......................................... 4

3 Production Zone Interval Determination, Hobe Sound Water Utility(#43-00076W ) .............. ..................................... .. ...... ...... 4

4 Steps In Determining the Pumpage Distribution ................................ . 5

5 Production Zone Interval Selection, City of Hollywood Utility (#06-00038W) ............ 6

6 Broward County Wellfield Allocation Distribution ................................. 7

7 Collier County Wellfield Allocation Distribution ............... . . ........ ......... 8

8 Dade County Wellfield Allocation Distribution .......... .......................... 8

9 Glades County Wellfield Allocation Distribution ...................................... 9

10 Hendry County Wellfield Allocation Distribution ..................................... 9

11 Highlands County Wellfield Allocation Distribution ................................. 10

12 Polk County Wellfield Allocation Distribution ...................................... 10

13 Lee County Wellfield Allocation Distribution ............... ...................... 11

14 Martin County Wellfield Allocation Distribution ..................................... 12

15 Okeechobee County Wellfield Allocation Distribution ............................... 13

16 Monroe County Wellfield Allocation Distribution ................................ 13

17 Orange County Wellfield Allocation Distribution .................................... 14

18 Osceola County Wellfield Allocation Distribution ................................ 15

19 Palm Beach County Wellfield Allocation Distribution .............................. 16

20 St. Lucie County Wellfield Allocation Distribution .......... . ..................... 17

21 Percentage of Permitted Allocations - Ground WaterVersus Surface Water ............. 18

LIST OF APPENDICESPage

Appendix I - Major Public Water Supply Wellfield(s) Data Base

A-I Broward County ................ . ............................... .................. 1-3

I-B Collier County ..... ........................... ............... ........ 1-13

I-C Dade County ......... ................................ ............ -17

I-D Glades County ........................................................... -22

I-E Hendry County ............................................ I-23

I-F Highlands County ......................................... ....... 1-24

I-G Lee County .................... .................................- 25

I-H Martin County ....................... ......... ............ ........ 1-32

I-I Monroe County ............... ................................. 1-36

I-J Okeechobee County ........................................ I-37

I-K Orange County .......................................................... I-38

I-L Osceola County ...................... ............. ............... I-40

I-M Palm Beach County ................. ................................. 1-42

I-N Polk County ...................................... ................... 1-54

........................................................... I-55

Appendix II - Major Public Water Supply Wellfield(s) Maps

II-A Broward County .........................................

II-B Collier County ..................................... .......

II-C Dade County ............................................

II-D Glades County ....................... .................

II-E Hendry County .......... ............................

II-F Highlands County .......................................

II-G Lee County ........................................

II-H Martin County .................. .......................

II-I Monroe County .... ..........................................

II-J O keechobee County .................. ...........................

II-K Orange County .... ..........................................

II-L Osceola County .................. .......................

II-M Palm Beach County ......... ...........................

II-N Polk County .......................... ..................

II-O St. Lucie County .......... .....................................

Separate Map Section















St. Lucie County ....

ABSTRACT

One of the most important components of a comprehensive wellfield

protection program is the identification and location of wellfields. In the past

the location process has been concerned mainly with a two-dimensional

location of wellfields on a map, and little attention has been devoted to ground

water depths of production. However, these depth determinations are

important to an assessment of wellfield vulnerability since many of the most

populous counties of the South Florida Water Management District (SFWMD)

are dependent on relatively shallow ground water supplies (less than 150 feet)

for their potable water demands. This report examines both (1) the spatial

distribution and vertical extent of the major public water supply weilfields of

the SFWMD, and (2) depth specific production zones for all the wellfields

cited.

NOTE

The allocation distribution tables appearing in this reportwere generated from permitted pump capacities and maynot reflect actual withdrawals.

INTRODUCTION

This report was prepared for the purposes ofidentifying the Production Zones (PZ) and showing, inthree dimensions, the location of major Public WaterSupply (PWS) wellfields for the counties within thejurisdictional boundaries of the South Florida WaterManagement District (SFWMD). Since theseboundaries are approximately defined by hydrologicbasins rather than county lines, there are occasionswhere only a fraction of the county is contained withinthese borders (Figure 1). Table 1 shows the arealpercentage of each county within SFWMDjurisdiction.

TABLE 1. AREAL PERCENTAGE OFCOUNTY WITHIN SOUTH FLORIDA WATER

MANAGEMENT DISTRICT BORDERS

County

Broward

Charlotte

Collier

Dade

Glades

Hendry

Highlands

Martin

Monroe

Okeechobee

Orange

Osceola

Palm Beach

Polk

St. Lucie

Percent

100.0

29.5

100.0

100.0

100.0

100.0

70.0

100.0

100.0

100.0

87.6

32.6

62.9

100.0

21.7

100.0

Major PWS wellfields refer to those utilitieswhose wellfields have a permitted allocation exceed-ing 36.5 million gallons per year (MGY), which isequivalent to 100,000 gallons per day (GPD). Thisminimum allocation of ground water withdrawal wasadhered to in the preparation of this report in all butthree cases. In these instances, Naples Isles, Inc.(35.0 MGY), Turkey Lake Park (32.7 MGY) and Ocean

Reef Club (23.4 MGY) of Collier, Orange, and MonroeCounties, the allocation was either slightly below the36.5 MGY cut-off, or the wellfield was considered animportant supplier of water for that county.

The identification and location of major PWSwellfields is the first step in implementing a wellfieldprotection program. How susceptible a wellfield is tocontamination is related to, among other things, thespatial proximity of potential contaminants, therelative permeability of overlying sediments, and thedepth below ground surface from which the wellfieldproduces water. In the past, the wellfield locationprocess has mainly involved a two-dimensionallocation of wellfields on a map. Little attention hasbeen devoted to considerations regarding their PZdepths. However, by failing to consider a wellfield'sdepth of production, an accurate assessment ofcontamination potential, particularly from land basedcontaminants, cannot be made. Therefore, the maps inthis report (Appendix II) provide a three-dimensionallocation for the major PWS wellfields within SFWMDjurisdiction.

The information used to produce these maps wasobtained from two sources: (1) from the water usepermit applications of the SFWMD's Resource ControlDepartment; and (2) from responses to the wellfieldinventory questionnaires (Figure 2), which weremailed to each major PWS wellfield by the WaterQuality Division of the Resource PlanningDepartment.

METHODOLOGY

In December 1986, the Water Quality Division ofthe Resource Planning Department mailed outwellfield inventory questionnaires to all the majorPWS wellfields within the SFWMD. Table 2 presentsboth the number of major PWS wellfields and thenumber of questionnaire respondents, per county. Anenumeration of wellfield respondents is providedunder the references at the end of this report.

The purpose for the questionnaire was to solicitup-to-date information from the utilities concerningtheir wellfields in order to update and cross referencethe SFWMD wellfield data base (Appendix I).Originally, the data base consisted of informationobtained solely from water use permit applications.However, these permits are only reviewedperiodically, and wellfield configurations can changewithin the limits of the permitted allocation.Therefore, as responses to the questionnaire werereceived, the wellfield data base was updated to reflectthe more specific details supplied by the utilities.

FIGURE 1. COUNTIES LOCATED WITHIN SFWMD BOUNDARIES

LEGEND

SFWMD BOUNDARY

COUNTY BOUNDARY

aEtJOFc

m

O y

a

aw

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TABLE 2. NUMBER OF MAJOR PUBLICWATER SUPPLY WELLFIELDS AND

NUMBER OF QUESTIONNAIRERESPONDENTS, PER COUNTY

County

Broward

Charlotte

Collier

Dade

Glades

Hendry

Highlands

Lee

Martin

Monroe

Okeechobee

Orange

Osceola

Palm Beach

Polk

St. Lucie

TOTAL

# of MajorPWS

Wellfields

34

0

12

12

1

4

1

16

22

1

1

9

13

36

3

10

175

# ofQuestion-

naireRespondents

24

0

6

4

0

1

1

14

8

0

1

3

7

31

2

1

103

Once the wellfield data base was completed, themajor PWS wellfield maps were prepared for all16 counties, excluding Charlotte County. Charlottewas not included since there were no major PWSwellfields in the portion of the county under SFWMDcontrol.

Major Public Water Supply Wellfield Maps

These maps show both the spatial distributionand vertical extent for all the major PWS wellfieldswithin SFWMD jurisdiction. Each wellfield isidentified by its SFWMD water use permit number,common name, and annual permitted allocation. Forevery wellfield, the depth of penetration is shown interms of casing depth and PZ interval. The casingrefers to depths through which there is solid pipe andwater cannot enter the well. The lower PZ intervalrefers to depths through which there is perforated pipeor open hole, and water is capable of entering the welland being subsequently pumped to the surface.

The PZ interval for each wellfield wasdetermined by taking the range from the shallowestcasing depth to the deepest total depth. Table 3, withinformation from the wellfield data base for the HobeSound Water Utility (#43-00076W) of Martin Countywill illustrate how this range was determined. In thisexample, the wellfield consists of ten production wells.Of the ten wells, well #3 has the shortest casing depthat 48 feet. Well #11 has the greatest total depth at110 feet. Therefore, this wellfield is represented on theMartin County map (Appendix II-H: Index #6) asbeing cased from ground surface down toapproximately 48 feet and the PZ extends from 48 feetdown to approximately 110 feet. By considering therange in this fashion, the assigned PZ intervalincludes all the production wells for each wellfield.

TABLE 3. PRODUCTION ZONE INTERVALDETERMINATION HOBE SOUND WATER

UTILITY (PERMIT #43-00076W)

ofWells

Well#

PumpCapacity

(GPM)

1 3 500

2 5 500

3 6 500

4 7 500

5 8 500

6 9 500

7 10 450

8 11 500

9 12 500

10 13 500

TotalDepth(Ft.)

82

100

100

90

104

104

CasingDepth(Ft.)

48

60

60

60

60

60

Note: Wellfield Allocation: 590.0 MGY

On a few occasions, particularly in the lower westcoast, a wellfield under one permit number pumpswater from different aquifers and correspondinglydifferent depths. In these cases, the wellfield has beendivided by assigning different index numbers to thewells from different depths while maintaining thesame permit number. For example, the wellfield ofGreater Pine Island (#36-00045W) in Lee County has13 (6") wells pumping water from less than 300 feetand 3 (12") wells pumping water from more than450 feet. In order to avoid assigning a PZ intervalextending from 82 feet down to 900 feet, the wellfieldwas divided and two index numbers (#6 and 7) withdistinctly different intervals were designated torepresent this permit number on the Lee County map(Appendix II-G).

In cases where a utility's production wells weretoo spread out or numerous wellfields were assignedthe same permit number, the wellfield has also beendivided and different index numbers assigned torepresent wells at different locations while main-taining the same permit number. For example, thewellfields of Boca Raton (#50-00367W) and AcmeImprovement District (#50-00464W) were bothdivided because their respective wells were tooscattered to be represented by a single dot on a map.On the Palm Beach County map (Appendix II-M), #23and 24 refer to production wells from the city of BocaRaton. Similarly, #28 and 29 refer to production wellsfrom Acme Improvement District.

Pumpage Distribution

Table 4 illustrates the five steps used indetermining the pumpage distribution for all thewellfields cited in this report. To help demonstratehow these steps were executed, refer to Table 5 whichcontains information for the City of Hollywood Utility(#06-00038W) in Broward County. This table is usedin the following example.

TABLE 4. STEPS IN DETERMINING THEPUMPAGE DISTRIBUTION

1. Determination of Production Zone (PZ) intervals2. Summation of Wellfield Pump Capacity (WPC)3. Summation of Interval Pump Capacity (IPC)4. Interval Percent Determination

(IPD= 1PC/WPC x 100)5. Determination of Allocation Distribution

(AD = IPD x Wellfield Allocation)

The first step in determining the pumpagedistribution was the selection of PZ intervals. Due tothe varying nature of geologic conditions and thevariable depths from which ground water pumping forpotable purposes occurs throughout the SFWMD, itwas impossible to assign the same PZ intervals for allthe counties. Broward County, for example, primarilypumps ground water from less than 150 feet, whileOrange County primarily pumps from depths greaterthan 1,000 feet. Therefore, the PZ intervals appearingalong the top row of the wellfield allocationdistribution tables (Tables 6 through 20) were tailoredto reflect specific county conditions. In the examplecited, the reported pumpages occur from either50-100 feet or 100-150 feet. Consequently, these werethe two PZ intervals selected.

Second, the summation of the Wellfield PumpCapacity (WPC) was determined. This number is the

sum of the pump capacities for all the production wells(WPC = 29,650 GPM).

Third, each Interval Pump Capacity (IPC) wascomputed. To determine under which interval a well'spumpage percent of the total allocation was assigned,a 10 foot overlap was used. For example, if a well's PZwas from 65 to 125 feet, the computed allocationpercent was assigned to the interval from 50 to150 feet. Since the difference between 125 and 100exceeds the 10 foot limit, the allocation percent couldnot be placed under the 50 to 100 foot interval. Hadthe PZ been from 65 to 110 feet, the allocation percentwould have been assigned to the interval from 50 to100 feet. In the example cited, for the interval from 50to 100 feet, 17 wells (wells #1 through 7, 9, 10, 17through 22, 24 and 26) were used to compute the IPCwhich totaled 23,850 GPM. For the interval from100-150 feet, the remaining 6 wells (#8, and 12through 16) were used to compute the IPC, which was5,800 GPM.

Next, the percent of each interval pump capacityto the wellfield pump capacity was calculated. This isequivalent to the Interval Percent Determination(IPD). From 50-100 feet the IPD was 80.44 percent(23,850/29,650 x 100). From 100-150 feet, the IPD was19.56 percent (5,800/29,650 x 100).

Finally, with the above percentages determined,the wellfield allocation of 7,430 MGY was distributedamong the selected PZ intervals. From 50-100 feet,the Allocation Distribution (AD) was 5,977 MGY(80.44 percent x 7430). From 100-150 feet, the (AD)was 1,453 MGY (19.56 percent x 7430).

RESULTS

The results indicate that many of the SFWMDcounties are dependent on relatively shallow groundwater supplies (less than 150 feet from the surface).This is particularly evident in the lower east coastalcounties where the surficial aquifer is the majorsupplier of potable water.

Tables 6 through 20 present the allocationdistribution for all the major PWS wellfields withinthe SFWMD. The tables are divided into two halves.One half shows the computed allocation for variousdepths in units of millions of gallons per year (MGY)and the other half contains the computed percent ofthe total allocation for the various production depths.

For example, permit # 06-00082W (City of DeerfieldBeach) appearing in Table 6 has a permitted allocationof 4,270 MGY. Of this allocation, 2,812 MGY(65.85 percent) is pumped from 50-100 feet and

TABLE 5. PRODUCTION ZONE INTERVAL SELECTIONCITY OF HOLLYWOOD UTILITY (PERMIT #06-00038W)

# ofWells Well #

1

2

34

56

79

10

17

181920

21

22

24

26

Total

812

13

14

15

16

PumpCapacity

(GPM)

750

1,0001,000

1,000

1,000

1,000

1,000

1,000

1,200

1,000

1,200

1,200

2,300

2,300

2,300

2,300

2,300

23,8501,000900

900

900900

1,200

Total Depth(FL)

6765

70

70

70

65

68

676575

7069

75

75

75

70

80

125

152

128

152

120

123

Casing Depth(Ft.)

5553

53

5353

52

52

54

5264

5865

60

59

59

59

59

110

143

121

143

111

118

Total 5.800

TOTAL WELLFIELD PUMP CAPACITY: 29,650.0 (GPM)WELLFIELD ALLOCATION: 7,430.0 (MGY)

1,458 MGY (34.15 percent) is pumped from50-200 feet.

In addition, the total MGY for all the wellfieldsalong with the percentage of the allocation fromspecific PZ intervals appear at the bottom of eachtable. The percent of the allocation pumped from 0 to150 feet is also reported. This number reflects thepumpage from intervals restricted to within 150 feet ofthe surface. Therefore, computed allocations frombetween 50 and 200 feet, as in the example above, arenot reflected in this percent since the PZ extendsbeyond the 150 foot depth. On account of this, thereported percentages described below and appearingin the allocation distribution tables are conservativeand are likely to underestimate the actual pumpingfrom within 150 feet of the surface.

In Broward, Collier, Dade, Glades, Hendry, Mar-tin, Palm Beach, and St. Lucie Counties (Tables 6, 7, 8,9, 10, 14, 19 and 20), more than 85 percent of theirtotal allocation is supplied from less than 150 feet. InLee County (Table 13), where the Surficial, Intermedi-ate, and Floridan aquifer systems provide a complexgeologic scenario, approximately 55 percent of thetotal allocation is supplied from less than 150 feet.

For the remaining counties, the percentage ofground water withdrawal solely from within 150 feetof the surface is far less predominant. For example;Highlands, Polk, Orange, and Osceola Counties(Tables 11, 12, 17 and 18), have principal PZ depthsexceeding 200, 300, 500, and 1,000 feet, respectively.

SelectedInterval

(Ft.)

50-100

50-100

50-100

50-100

50-100

50- 100

50 - 100

50-100

50-100

50 - 100

50-100

50-100

50-100

50 - 10050-100

50-100

50-100

100- 150

100- 150

100- 150

100- 150

100 - 150

100- 150

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Okeechobee County (Table 15) is the only countywhere the surface water permitted allocation(95 percent) exceeds the ground water allocation(5 percent). This is not to say that 95 percent of thepopulation drinks surface water, but rather that95 percent of the major water utilities servicingOkeechobee County supply surface water.

In Monroe County (Table 16), the majority of thepotable water supply is piped from wells withdrawingwater out of Florida City in south Dade County. Theutility of Ocean Reef Club (#44-00002W) is a minorcontributor in comparison to the overall countypotable water demands. However, it is the only PWSwellfield in Monroe County.

DISCUSSION

Ground water is the principal source of potablewater for most of the counties in the SFWMD. Withthe exceptions of Okeechobee County (which isprimarily supplied, as far as permitted utilities areconcerned, from Lake Okeechobee) and CharlotteCounty (which has no major PWS wellfields within theSFWMD area), the other counties are heavilydependent on ground water for their potable waterdemands. Table 21 presents the percentage ofpermitted ground water versus surface waterallocation for the counties of the SFWMD. However,these percentages do not reflect private well use.

The contribution of ground water from privatewells explains how a county such as Glades, with onlyone major PWS wellfield (#22-00045: City of MooreHaven), is reported as being supplied 100 percent byground water. With an allocation of only 120 MGY(228 GPM), this wellfield cannot be the sole supplier ofpotable water for all the residents of the county. Ininstances like this, the difference between publicwater supply and public water demand is primarilyaccounted for by private wells.

This reliance on ground water, whether frompublic or private wells, makes it a resource well worthprotecting. For many of the most populous countieswithin the SFWMD, voluminous amounts of groundwater are pumped for drinking purposes from lessthan 150 feet of the surface. These shallow productionzones often coincide with heavily industrializedareas and the combination of shallow ground watersupplies and heavy industrialization can be danger-ously compromising with respect to ground watervulnerability.

The maps in this report should not, by them-selves, be used as a criterion in planning decisions

regarding ground water contamination potential.While depth of ground water production is animportant consideration, particularly from land basedcontaminants, it is not the only one. Other factorssuch as the sub-surface matrix, in part addressed byDRASTIC (DRASTIC is a standardized system forevaluating ground water pollution potential usinghydrogeologic settings), and land uses must also beconsidered. Once the information from theseadditional studies are available, the merger of thesemaps with the wellfield maps provided in this reportwill serve as a valuable tool which, in conjunction withprofessional judgment, can be used to assess awellfield's threat of ground water contamination.

TABLE 21. PERCENTAGE OF PERMITTEDALLOCATIONS GROUND WATER VERSUS

SURFACE WATER

CountySurfaceWater

B roward

Collier

Charlotte

GroundWater

100

85

Dade

Glades

Hendry

Highlands

Martin

Monroe*

Okeechobee

Orange

Osceola

Palm Beach

Polk

St. Lucie

*DESALINATION OF OCEANWEST IS NOT INCLUDED

100

100

WATER AT KEY

-18-

REFERENCES

a. Water Use Permit Division, Resource Control Department, South Florida Water Management District.

b. Fetter, C.W., 1980. Applied Hydrogeology, Charles E. Merrill Publishing Co., Columbus, Ohio.

c. Responses from Questionnaire:

Broward County (Utilities)

(#06-00003W)(#06-00004W)(#06-00038W)(#06-00044W)(#06-00054W)(#06-00071W)(#06-00100W)(#06-00101W)(#06-00102W)(#06-00112W)(#06-00120W)(#06-00121W)(#06-00123W)(#06-00129W)(#06-00134W)(#06-00135W)(#06-00138W)(#06-00142W)(#06-00145W)(#06-00146W)(#06-00147W)(#06-00187W)(#06-00242W)(#06-00435W)

University Utility CorporationCity of North LauderdaleCity of HollywoodCity of PlantationCity of MiramarCity of TamaracCoral Springs Improvement DistrictHillsboro Beach Water DepartmentCity of Coral SpringsBroadviewCity of SunriseCity of MargateCity of Fort LauderdaleCity of LauderhillTown of DavieCity of Pembroke PinesCity of HallandaleBroward County #2ABroward County #3ABroward County #1A, 1B, 1CBroward County #3B, 3CCity of DaniaParklandSouth Broward

Charlotte County (Utilities)

Collier County (Utilities)

(#11-00052W)(#11-00080W)(#11-00148W)(#11-00160W)(#11-00193W)(#11-00249W)

(#13-00005W)(#13-00059W)(#13-00065W)(#13-00068W)

(#28-00122W)

(#26-00096W)

Pelican BayMarco IslandFlorida Cities Water Co.Everglades CityNorth NaplesCollier County

Dade County (Utilities)

Florida Keys Aqueduct AuthorityCity of North MiamiCity of Opa-LockaHomestead AFB

Highlands County (Utilities)

Spring Lake Improvement District

Hendry County (Utilities)

General Development

Glades County (Utilities)

Lee County (Utilities)

(#36-00003W)(#36-00008W)(#36-00034W)(#36-00035W)(#36-00045W)(#36-00081W)(#36-00122W)(#36-00150W)(#36-00152W)(#36-00166W)(#36-00191W)(#36-00208W)(#36-00366W)(#36-00401W)

(#43-00041W)(#43-00053W)(#43-00076W)(#43-00082W)(#43-00164W)(#43-00277W)(#43-00311W)(#43-00328W)

(#47-00004W)(#47-00059W)

(#48-00009W)(#48-00051W)(#48-00276W)

Lee CountyBonita SpringsIsland Water AssociationCity of Fort MyersGreater Pine IslandLake FairwayGulf Utility Co.Florida CitiesFlorida CitiesLehigh AcresGulf Coast CenterTrost InternationalHarbor UtilityBonita Bay

Martin County (Utility)

Indiantown Co.City of StuartHobe Sound Water Co.River Club of Martin CountySouthern StatesMartin Correctional InstituteIbsco Inc.Indian River Plantation

Monroe County (Utilities)

Okeechobee County (Utilities)

City of OkeechobeeFlorida School for Boys (Eckerd's)

Orange County (Utilities)

Reedy Creek Improvement DistrictTurkey Lake ParkLake Nona

Osecola County (Utilities)

(#49-00002W)(#49-00005W)(#49-00069W)(#49-00076W)(#49-00103W)(#49-00117W)(#49-00290W)

(#53-00026W)(#53-00030W)

(#50-00010W)(#50-00030W)(#50-00036W)(#50-00126W)(#50-00127W)(#50-00131W)(#50-00135W)

Orange-Osceola (Buenaventura)Kissimmee Good SamaritanPoincianaCentral FloridaCity of KissimmeeFloribra USASouthern States

Polk County (Utilities)

River Ranch Outdoor ResortLake Wales

Palm Beach County (Utilities)

Town of JupiterMangonia ParkVillage of Palm SpringsLoxahatchee Control DistrictSt. Mary's HospitalCity of South BayPalm Beach County #1W, 2W, 8W

(#50-00137W)(#50-00178W)(#50-00179W)(#50-00234W)(#50-00267W)(#50-00346W)(#50-00365W)(#50-00367W)(#50-00401W)(#50-00454W)(#50-00460W)(#50-00464W)(#50-00473W)(#50-00499W)(#50-00501W)(#50-00511W)(#50-00572W)(#50-00605W)(#50-00612W)(#50-00615W)(#50-01092W)(#50-01283W)(#50-01528W)

(#56-00085W)(#56-00142W)

Palm Beach County (Utilities) Continued

Tropical Breeze EstatesCentury UtilitiesJamaica Bay MHPCity of Lake WorthUS Sugar CorpTown of Highland BeachSeacoastBoca RatonPalm Beach County #9WCity of Belle GladeCity of Riviera BeachAcme Improvement DistrictCity of PahokeeCity of Boynton BeachPratt and WhitneyPalm Beach County #3WUtility CaretakersLion Country SafariVillage of GolfCity of West Palm BeachAG Holley State HospitalArrowhead VillagePB Park of Commerce

St. Lucie County (Utilities)

City of Ft. PierceGeneral Development

APPENDIX I

WELIJFIELD DATA BASE

APPENDIX IABBREVIATIONS - EXPLANATIONS

Permit information cross referenced with questionnaireresponse

Not reported

Open hole

(261545/801430) Latitude/longitude

(CR)

N/R

OH

APPENDIX I-A

BROWARO-COUNTY PUBLIC WATER SUPPLIES

CASING

DIAMETER

(INCHES)

CASING

MATERIAL

DATE ANNUAL

DRILLED ALLOCATION

(YEAR) (MGY)

(261545/801430)

STEEL

STEEL

STEEL

157.00

1975

19751975

0600004W

(CR)CITY OF N. LAUDERDALE

2500 129

2500 128

2500 126

* 3 PROPOSED WELLS

CITY OF HOLLYWOOD0600038W

(CR) #1

#2

#3

#4

#5

#6

#7

#8

#9

#10

#12

#13

#14#15

#16

#17

#18

#19

#20

#21

#22

#24

#26

0600043W

750

1000

1000

1000

1000

1000

1000

1000

1000

1000

900

900

900

900

1200

1200

1200

1200

2300

2300

2300

2300

2300

BROADVIEW

450

450

450

67

6570

70

70

6568125

67

65

152

128

152

120

123

7570

69

75757570

80

PARK WATER

94108

120

55

53

53

53

53

52

52

110

54

52

143

121

143

111

118

64

58

65

60

59

59

59

59

CO.

8498

107

DEEP

N/R

N/R

N/R

N/R

N/R

N/R

N/R

N/R

N/R

N/R

N/R

N/R

N/R

N/R

N/R

N/R

N/R

N/R

N/R

N/R

N/R

N/R

N/R

N/R

N/R

N/R

(261256/801314)

24 STEEL

24 STEEL

24 STEEL

(260041/801044)

(260031/801032)

STEEL

STEEL

STEEL

STEEL

STEEL

STEEL

STEEL

STEEL

STEEL

STEEL

STEEL

STEEL

STEEL

STEEL

STEEL

STEEL

STEEL

STEEL

STEEL

STEEL

STEEL

STEEL

STEEL

(260555/801255)

10 N/R

10 N/R

12 N/R

PERMIT #

WELL #

0600003W

(CR)

TOTAL

DEPTH

(FT.)

CASING

DEPTH

(FT.)

PRODUCT ION

ZODNE

(FT.)

PUMP

CAPACITY

(GPM)

UNIVERSITY

350

350

350

UTIL. CORP.

140

165

138

1600.00

7430.00

278.80

1936

1936

1947

1947

19471947

1953

1953

1953

1956

1961

1961

1961

1961

1970

1970

1970

1970

1976

1976

1982

1982

1982

1955

1958

1975

APPENDIX 2-A

BROWARD COUNTY PUBLIC WATER SUPPLIES

PUMP TOTAL CASING PRODUCTION CASING CASING

WELL # CAPACITY DEPTH DEPTH ZONE

(GPM) (FT.) (FT.) (FT.)

DATE ANNUAL

DIAMETER MATERIAL DRILLED ALLOCATION

(INCHES) (YEAR) (MGY)

0600044W

(CR) #1

#2

#3

#5#6

#7

#8

#9

#10

#1

#2#3

#4

CITY OF PLANTATION UTIL. (260741/801359)

800

800

800

800

900

1500900

900

1100

1100

700

700

2000

2000

* 9 PROPOSED WELLS

JOINT VENTURE

200N/R

(261853/801006)

16 N/R

12 N/R

(255900/801315)MIRAMAR

110

110

110

110

120

110

110

110

110

STEEL

STEEL

STEEL

STEEL

STEEL

STEEL

STEEL

STEEL

STEEL

PERMIT #

3100.00

STEEL

STEEL

STEEL

STEEL

STEEL

STEEL

STEEL

STEEL

STEEL

STEEL

STEEL

STEEL

STEEL

STEEL

1959

1959

1959

1960

1969

1983

1965

1969

1975

1975

1969

1969

1973

1973

0600046W N.M.G.

500

500

0600054W

(CR)

63.23

CITY OF

550

400

550

500

500

1150

1150

550

650

1241.00

N/R

1981

19551955

1955

1955

1955

1963

1963

1963

1963

APPENDIX I-A


PUMP TOTAL CASING PRODUCTION CASING CASING DATE ANNUAL

CAPACITY DEPTH DEPTH ZONE DIAMETER MATERIAL DRILLED ALLOCATION

(GPM) (FT.) (FT.) (FT.) (INCHES) (YEAR) (MGY)

CITY OF POMPANO BEACH

1500

1500

1800

1500

2200

1500

1500

1500

1800

1500

1500

1800

1500

2000

2000

2400

2400

21002100

1600

2100

CITY OF TAMARAC

800 126

800 112

800 115

800 110

800 117

800 109

800 125

800 123

800 115

600 120

600 120

600 110

600 110

0600070W 10,000.00

1952

1950

1955

1958

1958

1960

1961

1963

1961

1964

1967

1968

1969

1972

1972

1984

1984

1984

1984

1984

1984

(261445/800715)

16 N/R

16 N/R

16 N/R

16 N/R

14 N/R

16 N/R

16 N/R

16 N/R

16 N/R

16 N/R

16 N/R

16 N/R

16 N/R

18 N/R

18 N/R

16 N/R

16 N/R

16 N/R

16 N/R

16 N/R

16 N/R

(261158/801513)

12 B.STEEL

12 B.STEEL

12 B.STEEL

12 8.STEEL

12 B.STEEL

12 S.STEEL12 B.STEEL

12 B.STEEL

12 B.STEEL

12 B.STEEL

12 B.STEEL

12 B.STEEL

12 B.STEEL

1969

1969

1970

197119711971

19731973

1973

1983

1983

1986

1986

PERMIT #

WELL #

2510.000600071W

(CR)

APPENDIX I-A


PERMIT #

WELL #

PUMP

CAPACITY

(GPM)

TOTAL

DEPTH

(FT.)

CASING

DEPTH

(FT.)

CITY OF

700

700

700

1000

700

700

700

700

700

700

700

700

700

700

700

2800

2800

N/R

N/R

DEERFIELD

96

110

112

100

87

100

100

100

90

85

83

85

969696

180

180

101

103

CORAL SPRINGS IMP.

700 120

700 120

700 120

700 120

700 120

BEACH

N/R

N/R

N/R

N/R

66

67

64

N/R

60

60

6060

6060

60

6060

7580

DIST.

7575757575

* 2 PROPOSED WELLS

NORTH SPRING IMPROVEMENT DISTRI

700 130 80

700 130 80

HILLSBORO BEACH UATER DEPT.

250 71 61

1200 104 90

1250 138 128

(261905/800627)

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OHOH

60-180

60-180

OH

OH

75-120

75-120

75-120

75-120

75-120

CT

80-130

80-130

N/R

N/R

N/R

(261430/801600)

16 STEEL

16 STEEL

16 STEEL

16 STEEL

16 STEEL

STEEL 1984

STEEL 1984

(261630/800830)

8 STEEL

12 STEEL

12 STEEL

0600082W

PRODUCTION

ZONE

(FT.)

CASING

DIAMETER

(INCHES)

CASING

MATERIAL

DATE

DRILLED

(YEAR)

ANNUAL

ALLOCATION

(MGY)

4270.00

1950'S

1950'S

1950'S

1950'S

1950'S

1950'S

1950'S

1950'S

1965

1965

1965

1965

1965

1965

19651978

1978

1979

1979

0600100W 1580.00

1972

1972

1972

1978

1978

0600101W 409.00

1952

1956

1967

APPENDIX I-A


PERMIT # PUMP . TOTAL CASING PRODUCTION CASING CASING DATE ANNUAL

WELL # CAPACITY DEPTH DEPTH ZONE DIAMETER MATERIAL DRILLED ALLOCATION


0600102W CITY OF CORAL SPRINGS

(CR) #1

#2#3

#4

#5

#6#7

#8

#9

#10

#11

#12

#13

#14

#15

#16

#17#18

#19

#20

#21#22

0600103W

(261634/801426)

DEEP (261545/801412)

81-140

77-140

53-140

58-140

67-160

54-160

58-160

48-160

77-150

77-150

68-150

75-15090-150

90-15090-150

90-150

90-150

N/R

N/R

N/R

N/R

N/R

100-130

100-130

100-130

100-130

100-130

100-130

100-130

100-130

CITY OF PLANTATION

1400 130

1400 130

1400 130

1400 130

1400 130

1400 130

1400 130

1400 130

0600104W BROWARD CO. CORRECTIONS120 80

125 86

60-80

56-76

STEEL

STEEL

STEEL

STEEL

STEEL

STEEL

STEEL

STEEL

STEEL

STEEL

STEEL

STEEL

STEEL

STEEL

STEEL

STEEL

STEEL

N/R

N/R

N/R

N/R

N/R

(260744/801631)

14 N/R

14 N/R

14 N/R

14 N/R

14 MN/R

14 M/R

14 N/R

14 N/R

(260149/802506)

12 N/R

12 N/IR

BROUARD CO. UTILITY (SYS BROADVIEW)

400 112 100 N/R

1000 114 100 N/R

1050 115 105 N/R

(261230/801220)

12 B STEEL 1957

12 B STEEL 1960

12 B STEEL 1972

2400.00

1967

1967

1973

1973

1974

1974

1974

1974

1979

1979

1979

1979

1987

1987

1987

1986

1986

M/R

M/R

N/R

M/R

N/R

1650.00

PROPOSED

PROPOSED

PROPOSED

PROPOSED

PROPOSED

PROPOSED

PROPOSED

PROPOSED

43.50

1976

1976

0600112W

BROADVIEW

#2

#3

434.00

APPENDIX I-A


PERMIT # PUMP TOTAL CASING PRODUCTION CASING CASING DATE ANNUAL



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

0600120W

(CR) #2

#3#4#5#6

SYS 1 #7

#8

#9

#10

#11

#12

#13#14

#15

#16

#2#3

SYS 2 #4

#5#6#7

SYS 3 #2

#3#6#7

0600121W

(CR)

CITY OF SUNRISE

1000 106

1000 115

1000 104

1000 112

1000 77

1000 77

1'000 73

1000 72

1000 84

1000 91

1000 86

1000 84

1000 90

1000 87

1000 88

12-18 PROPOSED

700 102

700 102

700 102

700 102

700 102

700 102

1200 75

1200 69

N/R N/R

N/R N/R

3 OUT OF SERVICE

CITY OF MARGATE

800 100

1000 100

1000 100

1000 100

1000 105

1000 105

1500 105

1500 105

2100 105

2100 105

2100 108

2100 108

SYS 1 (261040/801538)

SYS 2 (260537/801532)

SYS 3 (260730/801920)

B STEEL

8 STEEL

B STEEL

B STEEL

B STEEL

B STEEL

B STEEL

B STEEL

B STEEL

B STEEL

B STEEL

B STEEL

B STEEL

B STEEL

B STEEL

B STEEL

B STEEL

B STEEL

B STEEL

B STEEL

B STEEL

B STEEL

B STEEL

B STEEL

B STEEL

(261424/801243)

8 N/R

12 N/R

12 N/R

12 N/R

12 N/R

12 N/R

18 N/R

18 N/R

18 N/R

18 N/R

18 N/R

18 N/R

4950.00

1969

1971

1971

1972

1972

1973

1973

1973

1973

1974

1974

1974

1974

19741974

1969

1969

1973

1973

1974

1974

1973

1973

1974

1974

3600.00

APPENDIX I-A

BROWARD "COUNTY PUBLIC WATER SUPPLIES




0600123W CITY OF FORT LAUDERDALE (260600/801200) 20830.00

DEEP (260600/801200)

(CR) #2 600 125 110 N/R 12 STEEL 1926

#3 600 125 110 N/R 12 STEEL 1926

#4 600 125 110 N/R 12 STEEL 1926

#5 600 99 87 N/R 12 STEEL 1971

#6 600 189 181 N/R 12 STEEL 1971

#7 600 125 110 N/R 12 STEEL 1940

#8 600 104 89 N/R 12 STEEL 1971

#9 600 125 110 N/R 12 STEEL 1945

#10 600 148 82 N/R 12 STEEL 1945

#11 600 126 110 N/R 10 STEEL 1926

#12 600 126 110 N/R 12 STEEL 1926

#13 400 125 110 N/R 12 STEEL 1947

#14 400 125 110 N/R 12 STEEL 1947

#15 400 125 110 N/R 12 STEEL 1947

#16 400 125 110 N/R 12 STEEL 1947

417 400 125 110 N/R 12 STEEL 1947

#18 400 125 110 N/R 12 STEEL 1947

#19 400 125 110 N/R 12 STEEL 1947

#20 500 114 89 N/R 10 STEEL 1952

#21 500 114 87 N/R 10 STEEL 1952

#22 500 115 89 N/R 10 STEEL 1952

#23 500 114 87 N/R 10 STEEL 1952

#24 500 115 89 N/R 10 STEEL 1952

#25 2100 150 112 N/R 17 STEEL 1969

#26 2100 144 112 N/R 17 STEEL 1969

#27 2100 120 100 N/R 18 STEEL 1972

#28 2100 101 80 N/R 18 STEEL 1972

#29 2100 115 84 N/R 18 STEEL 1972

#30 2100 108 86 N/R 18 STEEL 1972

#31 2100 100 80 N/R 18 STEEL 1975

#32 2100 100 80 P/R 18 STEEL 1975

#33 2100 100 80 N/R 18 STEEL 1975

#34 2100 100 80 N/R 18 STEEL 1975

#35 2100 100 80 N/R 18 STEEL 1975

#36 2100 99 81 N/R 18 STEEL 1980

#37 2100 98 77 N/R 18 STEEL 1980

#38 2100 102 82 N/R 18 STEEL 1980

#39 2100 98 85 N/A 18 STEEL 1980

#40 2100 90 62 N/R 18 STEEL 1980

#41 2100 95 82 N/R 18 STEEL 1980

#42 2100 91 82 N/R 18 STEEL 1980

#43 2100 90 66 N/R 18 STEEL 1985

#44 2100 90 68 N/R 18 STEEL 1985

APPENDIX I-A


PUMP TOTAL CASING PROOUCTION CASING CASING DATE ANNUAL



0600129W

(CR) #1#2

#3#4

#5#6#7

0600134W

(CR) #1

SYS 1 #2#3#4

SYS 2 #1#2

SYS 3 #1

#2#3#4

#5

0600135W

(CR)

0600138W

(CR)

CITY OF LAUDERHILL

500 111

1000 111

1500 154

1000 154

2800 115

2800 121

2800 142

TOWN OF DAVIE

550 110

550 110

1050 150

1050 140

700 115

700 150

1400 110

1400 110

1400 125

1400 N/R

1400 N/R

CITY OF PEMBROKE PINES

1000 113

1000 112

1000 111

2100 144

3000 115

800 94

1000 107

1000 112

2800 115

2800 115

2800 115

CITY OF HALLANDALE

735 83

735 82

1150 81

1000 68

1000 68

1000 68

2100 97

2100 107

(260900/801300)

(260232/801420)

10 STEEL

10 STEEL

12 STEEL

12 STEEL

12 STEEL

12 STEEL

20 STEEL

20 STEEL

20 STEEL

20 STEEL

20 STEEL

(260054/801446)

12 8 STEEL

12 8 STEEL

12 B STEEL

16 B STEEL

16 B STEEL

10 B STEEL

10 B STEEL

10 B STEEL

16 N/R

16 N/R

16 N/R

(255919/800919)

20 N/R

20 N/R

20 N/R

20 N/R

20 N/R

20 N/R

20 N/R

20 N/R

1-I0

PERMIT #

WELL f#

2510.00

1124.20

1959

1961

1972

1972

N/R

N/R

1986

1986

1986

PROPOSED

PROPOSED

1963

1963

1963

1973

1973

1958

1959

1960

PROPOSED

PROPOSED

PROPOSED

2330.00

2100.00

1951

1951

1957

1959

1961

19611968

1974

APPENDIX I-A





0600142W

(CR) #2A-1

#2A-2

#2A-3

#2A-4

#2A-5

#2A-6#2A-7

#2A-8

#2A-9

#2A-10

#2A-11

0600145W

(CR) #3A-1

#3A-2#3A-3

#3A-4#3A-5

#3A-6

BROWARD CO. UTILITY (SYS 2A)

600 178 N/R

2100 154 N/R

800 143 N/R

2100 120 1071800 142 125

2100 133 N/R4200 176 156

3100 180 150

2400 155 85

2500 110 75

2500 110 75

BROSARD CO. UTILITY (SYS 3A)

545 60 N/R

610 60 N/R

815 65 60

700 180 40

750 110 75

750 110 75

(261734/800657) 5300.00

8 C STEEL N/R

12 C STEEL N/R

B C STEEL N/R

18 C STEEL N/R

12 C STEEL N/R

18 C STEEL N/R

20 C STEEL 1971

24 C STEEL 1981

24 C STEEL 1981

24 N/R PROPOSED

24 N/R PROPOSED

(260340/801154) 1200.00

12 C STEEL N/R

10 C STEEL N/R

12 C STEEL N/R

14 C STEEL 1981

20 N/R PROPOSED

20 N/R PROPOSED

0600146W

(CR) #1A-1

#1A-2

#1A-3

#1A-4

#1A-5

#1A-6

#1A-7

#18-1

#18-2

#1B-3

#18.4

#18-5

#1A-8

#1A-9

0600147W

(CR) #3B-1

#3B-2

#3B-3

#3B-4

#3C-1#3C-2

#3C-3

BROARD CO. UTILITY (SYS 1A,1B,1C)

1200

1150

1100

1150

2100

2100

2100

225

225

650

650

650

2100

2100

BROWARD CO. UTILITY (SYS 38,3C)

850 100 N/R

930 100 N/R

1250 130 N/R

1800 140 102

100 80 N/R

350 57 N/R

500 80 N/R

(261017/801217) SYS 1A

(261213/800858) SYS 18

12 C STEEL N/R

12 C STEEL N/R

12 C STEEL N/R

12 C STEEL N/R

20 C STEEL 1974

20 C STEEL 1982

20 C STEEL 1982

6 C STEEL 1957

6 C STEEL 1957

8 C STEEL 1964

8 C STEEL 1971

8 C STEEL 1971

20 N/R PROPOSED

20 N/R PROPOSED

(255830/801112)

6 C STEEL N/R

8 C STEEL N/R

10 C STEEL N/R

18 C STEEL N/R

4 C STEEL N/R

6 C STEEL N/R

10 C STEEL N/R

PERMIT #

WELL #

3382.00

1690.00

APPENDIX I-A


PUMP TOTAL CASING PRODUCTION CASING CASING DATE ANNUALPERMIT #


(GPM) (FT.) (FT.) (FT.)

0600170UW FERNCREST UTILITIES

CITY OF DANIA

700 88

700 100

2100 65

2100 69

PARKLAND UTILITY

400 140

400 140

N. SPRINGS

700

750

N/R

N/R

IMP. DISTRICT

130 80

130 80

130 80

130 80

N/R

N/R

N/R

NI/R

OH

OH

80-130

80-130

80-130

80.130

CITY OF PEMBROKE PINES

COOPER CITY

600

600

1100

700

6001000

1100

SOUTH BROWARD UTILITY

700 60

700 60

700 60



(260510/801310)

(260215/800905)

12 STEEL

12 STEEL

18 STEEL

18 STEEL

(261950/801320)10 STEEL

10 STEEL

(261741/801521)

14 N/R

14 N/R

14 N/R

14 N/R

(260100/801410)

(260328/801820)

12 N/R

12 N/R

12 N/R

10 N/R

10 N/R

12 N/R

12 N/R

(260230/802122)

12 STEEL

12 STEEL

12 STEEL

340.00

770.00

1972

1972

1976

1976

1980

1980

'186.10

193.00

1984

1984

PROPOSED

PROPOSED

98.55

833.00

1977

1977

1980

1974

1974

1974

PROPOSED

342.00

1983

1983

1983

1-12

0600187V

(CR)

0600242W

(CR)

0600274W

0600316W

0600365W

0600435W

(CR)

APPENDIX I-8

COLLIER COUNTY PUBLIC WATER SUPPLIES

PRODUCTION

ZONE

(FT.)

CASING CASING

DIAMETER MATERIAL

(INCHES)

DATE

DRILLED

(YEAR)

IMMOKALLEE WATER &SEWER

50

100

200

200

200

200

100

200

200

200

THE GLADES

200

200

N/R

(262439/802538)

DEEP (262439/802538)

236-275

228-255

230-315

N/R

236-310

145-195

114-154

140-180

140-180

140-180

40-58

40-61

35-60

(260754/814521)

10 PVC

10 PVC

8 PVC

1-13

PERMIT #

WELL #

PUMP

CAPACITY

(GPM)

TOTAL

DEPTH

(FT.)

CASING

DEPTH

(FT.)

ANNUAL

ALLOCATION

(MGY)

1100013w

1100015W

730.00

#1#7

#8#9

#10

#101

#102

#103

#201

#202

#00-1

#CO-2

#N/R

N/R

N/R

N/R

N/R

N/R

N/R

NIR

PROPOSED

PROPOSED

PROPOSED

N/R

N/R

PROPOSED

131.00

APPENDIX I-B

COLLIER COUNTY PUBLIC ATER SUPPLIES

CASING

DEPTH

(FT.)

PRODUCTION

ZONE

(FT.)

CASING

DIAMETER

(INCHES)

CASING

MATERIAL

(261212/814724)1100017W

1-14

PERMIT #

WELL #

CITY OF

350

350

350

350

350

350

350

350

350

350

350

350

350

350

350

350

350

350

350

350

350

350

350

350

350

350

350

350

350

350

350

350

350

350

350

350

350

350

350

350

350

350

TOTAL

DEPTH

(FT.)

DATE

DRILLED

(YEAR)

ANNUAL

ALLOCATION

(MGY)

2660.00

PUMP

CAPACITY

(GPM)

NAPLES

90

87

89

82

82

8289

80

40

87878383838380

85

85

85

85

85

85858585

85

85

85

N/R

N/R

N/R

N/R

N/R

N/R

95

85

76

73

N/R

95

85

86

56-90

57-87

56-89

53-82

53-82

51-8260-89

58-80

24-4054-87

64-87

64-83

63-83

64-83

64-83

N/R

61-85

61-8561-8562-85

61-85

61-85

61-85

63-85

62-85

62-85

61-85

61-85

N/R

N/R

N/R

N/R

N/R

N/R

85-95

58-85

55-76

50-73

N/R

74-95

70-85

68-86

APPENDIX I-B

COLLIER'COUNTY PUBLIC WATER SUPPLIES

TOTAL

DEPTH

(FT.)

CASING

DEPTH

(FT.)

PRODUCTION

ZONE

(FT.)

CASING

DIAMETER

(INCHES)

NAPLES (261303/813200)N/R

N/R

N/R

N/R

N/R

N/R

N/R

N/R

N/R

N/R

N/R

N/R

N/R

N/R

N/R

N/R

N/R

N/R

N/R

N/R

N/R

#G-1

#G-2

#G-3

#G-4

#G-5

#G-6

#G-7

#G-8

#G-9

#G-10

#G-11

#G-12

#G-13

#6-14

#G-15

#G-16

#G-17

#G-18

#6-19

#G-20#G-21

CO-26

C0-75

C0-79

CO-80

CO-287

CD-288

CO- 289

CITY OF

N/R

N/R

N/R

N/R

N/R

N/R

N/R

N/R

N/R

N/R

N/R

N/R

N/R

N/R

N/R

N/R

N/R

N/R

N/R

N/R

N/R

PELICAN

300

300

300

300

300

300

300

(261648/814505)

10 PVC

10 PVC

10 PVC

10 PVC

10 PVC

10 PVC

10 PVC

MARCO ISLANDS UTILITIES

WATER IS WITHDRAWN

WATER IS WITHDRAWN

(260356/814128)FROM ROCK PITS AND AN INFILTRATION DITCH

FROM ROCK PITS AND AN INFILTRATION DITCH

]-15

PERMIT #

WELL #

PUMP

CAPACITY

(GPM)

1100018W

CASING

MATERIAL

DATE

DRILLED

(YEAR)

ANNUAL

ALLOCATION

(MGY)

BAY IMP. DIST.

9099100

100

98

100

102

53-90

70-99

69-100

69-100

49-98

52-100

53-102

4650.00

1976

1976

1976

1976

1976

1976

1976

1976

1976

1976

N/R

N/R

N/R

N/R

N/R

N/R

N/R

N/R

N/R

N/R

N/R

1986

1986

1986

1986

1982

1982

1982

755.501100052W

(CR)

1100080W

(CR)

2220.00

APPENDIX I-B

COLLIER COUNTY PUBLIC WATER SUPPLIES


CAPACITY DEPTH DEPTH

(GPM) (FT.) (FT.).............................

ZONE

(FT.)

DIAMETER MATERIAL DRILLED

(INCHES) (YEAR)...............................

AVATAR

75

250

250

N/R

250

250

250

250

(261053/812927)UTILITIES

20

20

45

45

45

45

23

23

EVERGLADES CITY

200 25

200 25

200 25

NORTH NAPLES UTILITY

1000 35

500 40

NAPLES ISLES,INC.

60 20

N/R 20

N/R 20

COLLIER CO. UTILITIES

600 96

700 100700 100

700 102700 108

100 58

100 61

150 55

150 60

150 60150 60

15-20

15-20

35.45

35.45

15-45

35-45

15-23

17-23

15-25

15-25

15-25

20-34

18-40

1100148W

(CR)

1100160W

(CR)

50-96

50-100

51-100

52-102

50-108

40-58

40-61

38-55

30-60

38-60

36-60

STEEL

STEEL

STEEL

STEEL

STEEL

PVC

PVC

PVC

PVC

PVC

PVC

300 300-380

300 300-380

(255841/812930)

6 N/R

6 N/R

1-16

WELL # ALLOCATION

(MGY)

(255710/812150)

8 PVC

8 PVC

8 PVC

(261730/814320)

10 PVC

10 PVC

(260258/813943)

4 N/R

4 N/R

4 N/R

(260817/814521)

223.00

1964

1964

1967

1971

N/R

PLUGGED

PLUGGED

N/R

1100193W

(CR)

1100235W

#CO-224#CO-295

66.43

1982

1982

1982

1980

1982

110.00

1100249W(CR)

35.00

N/R

PROPOSED

PROPOSED

1460.00

1983

1982

19831983

1983

N/R

N/R

19781979

1979

1979

1100271U PORT OF

300

300

THE ISLANDS

380

380

105.00

APPENDIX I-C

DADE COUNTY PUBLIC WATER SUPPLIES

TOTAL

DEPTH

(FT.)

CASING

DEPTH

(FT.)

PRODUCTION

ZONE

(FT.)

1300005W

(CR) #4

#7

#8

#9

#10

#11

#12

#13

#14

1300009W

BELEAIRE #1

#2

PT.ROYALE #1

#2

FLORIDA KEYS AWUIDUCT AUTHORITY

1400

2100

2100

2100

2100

2100

2100

2100

2100

(252619/803027)

STEEL

STEEL

STEEL

STEEL

N/R

N/R

N/R

N/R

N/R

SOUTH DADE UTILITY

1952

1981

1981

1981

PROPOSED

PROPOSED

PROPOSED

PROPOSED

PROPOSED

(253548/802058) BELEAIRE

(253518/802123) PT. ROYALE

10 N/R N/R

10 N/R N/R

10 N/R N/R

10 N/R N/R

PERMIT #

WELL #

PUMP

CAPACITY

(GPM)

CASING

DIAMETER

(INCHES)

CASING

MATERIAL

DATE

DRILLED

(YEAR)

ANNUAL

ALLOCATION

(MGY)

5110.00

679.00

APPENDIX I-C





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

1300017W MIAMI DADE WATER AND SEWER AUTH. (254216/802011) ORR 60408.00

(254157/802137) SNAPPER

(254135/802339) S. WEST

#1 4375 123 45 N/R 30 N/R 1949

#2 4375 112 45 N/R 30 N/R 1949

ALEXANDER #3 4375 111 45 N/R 30 N/R 1949

ORR #4 4375 103 45 N/R 30 N/R 1949

WELLFIELD #5 4375 103 45 N/R 30 N/R 1952

#6 4375 100 45 N/R 30 N/R 1952

#7 4375 99 45 N/R 30 N/R 1952

#8 4375 100 50 N/R 42 N/R 1964

#9 4375 98 50 N/R 42 N/R 1964

#10 4375 98 50 N/R 42 N/R 1964

SNAPPER #21 4860 133 60 OH 42 N/R 1975

CREEK #22 4860 132 57 OH 42 N/R 1975

WELLFIELD #23 4860 132 62 OH 42 N/R 1975

#24 4860 132 61 OH 42 N/R 1975

#11 4375 90 40 N/R 30 N/R N/R

SOUTHWEST #12 4375 90 40 N/R 30 N/R N/R

WELLFIELD #13 4375 90 40 N/R 30 N/R N/R

#14 4375 90 40 N/R 30 N/R N/R

#15 4375 90 40 N/R 30 N/R N/R

#16 4375 90 40 N/R 30 N/R N/R

#17 4375 90 40 N/R 36 N/R 1959

#18 4375 90 40 N/R 36 N/R 1959

#19 4375 90 39 N/R 36 N/R 1959

#20 4375 90 39 N/R 36 N/R 1959

#25 4860 100 50 N/R 42 N/R PROPOSED

#26 4860 100 50 N/R 42 N/R PROPOSED

#2T 4860 100 50 N/R 42 N/R PROPOSED

#28 4860 100 50 N/R 42 N/R PROPOSED

1-18

APPENDIX I-C




(GPM) (FT.) (FT.) (FT.) (INCHES) (YEAR) (MGY)------------------------------------..----------------------.....-----...-----------....-------------...

1300018W MIAMI DADE WATER AND SEWER AUTH.

MIAMI #1

SPRINGS #2

LOWER #3

#4

#5#6

#7

#8

MIAMI #9

SPRINGS #10

UPPER #14

#15

#16

#17

#18

#19

#20

#21

#22

#23

HIALEAH #11

WELLFIELD #12

#13

PRESTON #1

PLANT #2

WELLFIELD #3

#4

#5

#6

#7

1300029W

2280

2280

2280

2280

2280

2280

2280

2280

2400

2400

2400

2400

2400

2400

2400

24002400

2400

2400

2400

2150

2150

2150

N/R

N/R

N/R

N/R

N/R

N/R

N/R

CITY OF

0

0

375

375

375

375

375

67

96

62

94

100

84

62

64

105

110

125

106

106

106

105

106

106

95

92

97

91

90

9580-90

80-90

80-90

80-90

80-90

80-90

80-90

607952

84

8249

49

50

80

67

6675777980

80

848682

85

85

8383

60-65

60-65

60-65

60-65

60-65

60-65

60-65

FLORIDA CITY

50

50

50

50

60

50

50

(254857/801725) MSU

(254857/801725) MSL

(254946/801734) HIALEAH

(254946/801734) PRESTON1923

1924

1924

1924

1924

1967

1924

1924

1948

1954

1967

1936

1936

1936

1945

1945

1945

1945

1945

1948

1928

1928

1928

N/R

N/R

N/R

N/R

N/R

N/R

N/R

(252716/802907)

10 STEEL

6 STEEL

6 STEEL

10 STEEL

10 STEEL

10 STEEL

10 STEEL

1-19

45620.00

757.40

APPENDIX I-C


PERMIT # PUMP - TOTAL CASING PRODUCTION CASING CASING DATE ANNUAL



1300037W MIAMI DADE WATER AND SEWER AUTH. (255031/802454) 18250.00

#1 6940 90 42 N/R 48 N/R N/R

#2 6940 90 42 N/R 48 N/R N/R

NORTHWEST #3 6940 90 42 N/R 48 N/R N/R

WELLFIELD #4 6940 90 42 N/R 48 N/R N/R

#5 6940 90 42 N/R 48 N/R N/R

#6 6940 90 42 N/R 48 N/R N/R

#7 6940 90 42 N/R 48 N/R N/R

#8 6940 90 42 N/R 48 N/R N/R

#9 6940 90 42 N/R 48 N/R N/R

#10 6940 90 42 N/R 48 N/R N/R

#11 6940 90 42 N/R 48 N/R N/R

#12 6940 90 42 M/R 48 N/R N/R

#13 6940 90 42 M/R 48 N/R N/R

#14 6940 90 42 M/R 48 N/R M/R

#15 6940 90 42 N/R 48 N/R N/R

1300040W MIAMI DADE WATER AND SEWER AUTH. (252945/802614) L.C. 3760.00

(252717/802645) NEWTON

(253104/802536) NARANJA

CORONADO #1 150 N/R 27 N/R 6 N/R N/R

#2 200 N/R 30 N/R 10 N/R N/R

LEISURE #1 500 37-40 35 N/R 8 N/R N/R

CITY #2 480 37-40 35 N/R 8 M/R N/R

#3 800 37-40 35 N/R 12 N/R N/R

#4 800 37-40 35 N/R 12 M/R N/R

#5 1500 37-40 35 N/R 12 M/R N/R

#6 1500 37-40 35 N/R 12 N/R N/R

NARANJA #1 350 N/R 30 N/R 14 N/R N/R

#2 800 37-40 30 N/R 12 M/R N/R

NEWTON #1 1500 40 35 N/R 12 N/R N/R

#2 1400 50 35 N/R 16 N/R N/R

ELEV. TK #1 1500 N/R 55 N/R 14 M/R N/R

MARCIA #1 450 N/R 27 N/R 8 N/R N/R

JANE #2 350 N/R 27 N/R 6 N/R N/R

REVADO #1 125 N/R 35 N/R 8 N/R N/R

#2 300 N/R 35 MIR 12 N/R N/R

EVERGLADE #1 500 N/R 27 N/R 12 N/R N/R

#2 1500 N/R 27 N/R 14 N/R N/R

#3 1500 N/R 27 N/R 14 N/R N/R

1300046W CITY OF HOMESTEAD (252828/802747) 2780.00

#5 1200 62 40 N/R 20 B.STEEL N/R

#6 1200 62 40 N/R 20 B.STEEL N/R

1-20

APPENDIX I-C


PRODUCTION CASING CASING

ZONE

(FT.)

DATE ANNUAL



(2553 0 0/8012 00 )

STEEL

STEEL

STEEL

STEEL

STEEL

STEEL

STEEL

STEEL

(251504/801412)

1963

1963

1963

1963

1963

1963

1963

1963

12000.00

1300065W

(CR)

1300067W

SOUTH #1

MIAMI #2

HEIGHTS #3

#5

GOULDS #1

PERRINE #2

#3

CITY OF OPA-LOCKA (SUPPLIED BY MIAMI DADE WATER & SEWER)

MIAMI DADE WATER

170

170

170

1090

930

STD-BY

STD-BY

STD-BY

AND SEWER AUTH.

N/R

44

N/R

N/R

N/R

N/R

N/R

N/R

(253540/802240) S.M.H.

(253000/803600)

STEEL

STEEL

STEEL

STEEL

STEEL

STEEL

STEEL

STEEL

STEEL

STEEL

STEEL

PERMIT #

WELL #

PUMP

CAPACITY

(GPM)

TOTAL

DEPTH

(FT.)

CASING P

DEPTH

(FT.)

1300059W

(CR)

1300060W

3390.00CITY OF

1500

1750

750

750

500

500

500

250

CITY OF

1333

625

1069

1069

1069

1069

1069

1257

13331333

NORTH MIAMI

124

104

60

65

107

56

60

61

NORTH MIAMI

60

55

70

70

55

54

55

64

90

90

98

89

45

56

99

47

52

52

BEACH

N/R

N/R

N/R

N/R

N/R

N/R

N/R

N/R

N/R

N/R

2190.00

989.00

1300068W

(CR)

HOMESTEAD

1000

1000

1000

1000

300

300

900

900

2200

2200

2200

A.F.B.

72

72

72

72

63

63

63

63

50

50

50

1120.00

1955

1955

1955

1955

1974

1974

1974

1974

1982

1982

1982

APPENDIX I-D

GLADES COUNTY PUBLIC WATER SUPPLIES



(GPN) (FT.) (FT.) (FT.) (INCHES) (YEAR) (MGY)

CITY OF MOORE HAVEN

400 100

400 100

60-9060-90

(264841/810542)

10 N/R N/R

10 N/R N/R

1-22

2200045W 120.00

APPENDIX I-E

HENDRY COUNTY PUBLIC WATER SUPPLIES

PUMP - TOTAL CASING PRODUCTION CASING CASING

WELL # CAPACITY DEPTH DEPTH

(GPM) (FT.) (FT.)....................................................

U.S. SUGAR C

725

800

800

GENERAL DEV.

500

500

ORP.

135

155

155

UTILITIES

278

278

CITY OF LABELLE

250 32

250 32

N/R N/R

N/R N/R

N/R N/R

HENDRY

30

1515

15

15

30

15

15

15

15

100100

100

100

ZONE

(FT.)

N/R

N/R

N/R

DATE ANNUAL



1180.0(264403/805610)

12 N/R

12 N/R

12 N/R

(264600/812231)

220-278 8 STEEL

220-278 14 STEEL

(264427/812754)

6 N/R

6 N/R

12 N/R

12 N/R

12 N/R

(261818/811515)CORRECTIONAL

85

85

85

85

85

85

85

85

8585

140

140

140

140

BLK

BLK

BLK

BLK

BLK

BLK

BLK

BLK

BLK

BLK

N/R

N/R

N/R

N/R

158.0

280.0

N/R

N/R

PROPOSED

PROPOSED

PROPOSED

1978

1978

1978

1978

1982

1982

1978

1978

1978

1978

PROPOSED

PROPOSED

PROPOSED

PROPOSED

123.80

1-23

PERMIT #

2600024W

2600096W

(CR)

2600105W

2600164-W

APPENDIX I-F

HIGHLANDS COUNTY PUBLIC UATER SUPPIES




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

2800122W

(CR)

SPRING LAKE IMP. DIST. (272618/811856)

64 900 300 300-900 6 BLK IRON

81 1000 350 350-1000 8 BLK IRON

380.00

1972

1975

I-24

APPENDIX I-G

LEE COUNTY PUBLIC WATER SUPPLIES

TOTAL

DEPTH

(FT.)

CASING

DEPTH

(FT.)

PRODUCTION

ZONE

(FT.)

3600003W

(CDM) #1

#2#3

#4

#5

#6#7

#8

#9#10

#11

#12

#13

#14

#15

#16

#18

#19#20#21#22#23#24

LEE CO. UTILITIES

DEEP

135-195

160-245

180-255

190-290

205-290215-29045-130

60-140

55-140

60-150

55-145

50-140

50-135

50-145

58-145

60-150

45 10550-110

50-110

35.9540-100

45-105

50-110

(262726/814153)

(262726/814153)

SPRINGS WATER

8080808080809785

859097

(262139/814508)

8 STEEL

8 STEEL

8 STEEL

8 STEEL

8 STEEL

8 STEEL

12 PVC

8 PVC

8 PVC

12 PVC

12 PVC

(30) PROPOSED

1-25

PERMIT #

WELL #

PUMP

CAPACITY

(GPM)

CASING

DIAMETER

(INCHES)

CASING

MATERIAL

DATE

DRILLED

(YEAR)

ANNUAL

ALLOCATION

(MGY)

3650.00

1980

1980

1980

1980

1980

1980

1980

1980

1980

1980

1980

1980

1980

1980

1980

1980

N/R

N/R

N/R

N/R

N/R

N/R

N/R

3600008W

(CR)

BONITA

315225225

225

465

225470

200

265

475

520

1131.00

APPENDIX 1-GLEE COUNTY PUBLIC WATER SUPPLIES

PUMP - TOTAL CASING PRODUCTION CASING CASING DATE ANNUAL


(GPM) (FT.) (FT.) (FT.) (INCHES) (YEAR) (MGY)........ . ... .... ,., ......... .. - --**- ------- --........ ....-- ------ ---.----

3600034W

(CR) #H-3

#H-5

#H-6

#H-7

#H-8

#H-9

#H-10

#H-12

#H-13

#H-15

#S-1

#5-2

#S-3

#5-4

#S-5

3600035W

(CR) #1

#2#3

#4

#4B

#5#6

#7

#9A

#10

#1OAC

#10C#11

#13

#16

#17

#170LD

#18

#20

ISLAND WATER ASS.

250 651

30 574

N/R 625

N/R 613

275 600

275 612

275 625

250 650

130 588

N/R 610

525 716

525 696

525 705

400 720

400 715

CITY OF FT. MYERS

700 40

800 40

800 30

550 30

485 N/R

STANDBY 33

STANDBY 40

485 40

700 40

M/R 38

700 40STANDBY 40

STANDBY 40

800 40

485 40

350 40

485 40

485 40

STANDBY 40

550 40

15-40

15-40

15-30

20-30

N/R

20-33

15-40

N/R

N/R

14-19

N/R

17-27

17-27

15-30

N/R

15-30

16-31

11-31

14-35

14-29

(262629/820612)

10

6

10

10

6

6

10

10

10

10

12

8

10

10

N/R

(263744/814859)

12

12

12

12

8

1210

N/R

10

12

12

12

12

121212

12

8

812

STEEL 1973

PVC 1975

STEEL 1975

STEEL 1975

PVC 1975

PVC 1975

PVC 1975

PVC 1977

PVC 1982

PVC 1978

PVC 1980

FIBER 1982

FIBER 1982

FIBER 1984

FIBER PROPOSED

STEEL 1960

STEEL 1960

STEEL 1960

STEEL 1960

STEEL 196/R

STEEL 1960

STEEL 1947

STEEL 1947

STEEL 1947

STEEL 1964

STEEL 1942

STEEL 1952

STEEL 1952

STEEL 1952

STEEL 1952

STEEL 1964

STEEL 1956

STEEL 1947

STEEL 1947

STEEL 1956STEEL 1956

1-26

PERMIT #

WELL #

1240.00

2760.00

APPENDIX I-G





3600045W GREATER PINE ISLAND (263813/815754) 494.00

DEEP (263813/815754)

(CON) #L-778 118 290 106 OH 6 N/R N/R

#L-779 174 290 84 ON 6 N/R N/R

#L-780 236 290 84 OH 6 N/R N/R

#L-782 143 290 84 OH 6 N/R N/R

#L-783 150 300 85 OH 6 N/R N/R

#L-784 183 290 84 OH 6 N/R N/R

#L-785 132 290 84 OH 6 N/R N/R

#L-787 127 280 85 OH 6 N/R N/R

#L-788 87 280 85 OH 6 N/R N/R

#L-789 103 280 82 OH 6 N/R M/R

#1-786 88 280 84 OH 6 N/R M/R

#L-582 82 280 84 OH 6 N/R N/R

#L-781 N/R 290 85 OH N/R N/R M/R

#L-2201 950 900 625 OH 12 N/R M/R

#RO-2 850 750 450 OH 12 N/R N/R

#RO-3 800 750 450 OH 12 N/R N/R

1-27

APPENDIX I-G





3600046W CITY OF CAPE CORAL (263433/815754) 3290.00

DEEP (263526/820056)

#2 85 203 114 N/R 6 N/R N/R

#3 150 204 138 N/R 8 N/R M/R

#4 125 247 117 N/R 8 N/R N/R

#5 100 201 128 N/R 8 N/R N/R

#6 200 185 115 N/R 8 N/R N/R

#7 200 185 113 N/R 8 R N/R#8 245 185 120 N/R 8 M/R N/R

#9 350 241 120 N/R 8 M/R N/R

#10 200 185 112 N/R 8 N/R I/R

#11 191 250 .115 N/R 8 N/R N/R

#12 210 170 102 NfR 8 N/R N/R

#13 225 275 130 N/R 8 N/R N/R

#14 240 280 120 N/R 8 N/R N/R

#15 202 280 114 H/R 8 N/R N/R

#16 235 250 145 N/R 8 N/R N/R

#17 125 220 110 N/R 8 N/R N/R#18 165 230 110 N/R 8 N/R N/R

#REP1 175 220 M/A N/R 8 N/R N/R

#RO-1 1070 745 362 N/R 10 N/R N/R

#RO-2 1500 685 347 N/R 12 N/R N/R#Ro-3 1350 705 345 N/R 12 N/R N/R

#RO-4 508 700 350 M/R 12 N/R N/R

#RO-5 370 765 345 M/R 12 N/R N/R

#RO-6 818 900 362 N/R 12 N/R N/R

#RO-7 750 748 350 N/R 12 N/R N/R

#RO-8 750 748 350 N/R 12 N/R N/R

#RO-9 750 748 350 M/R 12 N/R N/R

#RO-1O 750 748 350 N/R 12 N/R N/R

(12) PROPOSED 600 720 570 N/R 12 N/R N/R

3600081W LAKE FAIRWAY (264438/815553) 91.21

(CR) #1 150 160 138 138-160 8 PVC 1979

#2 150 158 130 130-158 8 PVC 1983

I-28

APPENDIX 1-0


PRODUCTION

ZONE

(FT.)

19-40

19-37

19-38

22-45

20-38

CASING

DIAMETER

(INCHES)

CASING DATE ANNUAL

MATERIAL DRILLED ALLOCATION

(YEAR) (MGY)

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

(262848/814752)

8 PVC

8 PVC

8 PVC

8 PVC

8 PVC

1110.00

1980

1980

1980

1985

1986

3600150W FLA. CITIES WATER CO.

(CR) #GM-1

UGM- 10sn-?

#GN-2

#GM-3

#GM-3A

#GM-30

#GM-4

#GM-4A

#GM-5

#GM-6

#GM-7

#GM-8

#GM-9#GM-9A

#CP-2

#CP-3

#CP-4

#CP-5

#CP-6

#CP-7

#CP-8

#CP-9

#CP-13

#CP- 14

#CP-16

#CP-17

#CP-18

(263043/814208) GR. MEADOW 3348.00

(263043/814208) GR. MEADOW DEEP

(263319/815235) CYPRESS LAKES

STEEL

STEEL

STEEL

STEEL

STEEL

STEEL

STEEL

STEEL

STEEL

STEEL

STEEL

STEEL

N/R

STEEL

STEEL

STEEL

STEEL

STEEL

STEEL

STEEL

STEEL

STEEL

STEEL

STEEL

STEEL

STEEL

STEEL

STEEL

N/R

1983

N/R

1983

1975

1983

1983

N/R

N/R

N/R

1981

1981

N/R

1983

1983

N/R

N/R

N/R

N/R

N/R

N/R

N/R

N/R

N/R

N/R

N/R

N/R

N/R

1-29

PERMIT #

WELL #

PULMP

CAPACITY

(GPM)

TOTAL

DEPTH

(FT.)

CASING

DEPTH

(FT.)

3600122W

(CR)

GULF UTILITY

600

200

400

500

250

APPENDIX I-G





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

3600152W FLA. CITIES WATER CO. (263901/815507) WATER WAY 570.00

(263901/815507) WATER WAY DEEP

(264049/815636) NORTH CAPE

(CR) #WE-1 55 220 140 OH 8 PVC 1977

#WWE-2 60 57 57 OH 8 STEEL N/R

#WE-3 0 120 120 OH 8 STEEL 1966

#AWE-4 50 52 48 OH 8 STEEL 1966

#W E-5 40 40 10 OH 8 STEEL N/R

#WE-6 65 124 124 OH 8 STEEL N/R

#WWE-7 N/R N/R N/R S/R N/R N/R N/R

#WWE-8 43 43 43 ON 8 STEEL N/R

#WWE-9 0 230 125 OH 8 STEEL N/R

#SWE-10 50 235 N/R OH 8 STEEL N/R

#WWE-11 70 230 133 OH 10 STEEL 1983

#WWE-12 75 60 28 OH 10 STEEL 1983

#WWE-13 75 80 46 OH 10 STEEL 1983

#WWE-14 75 230 135 OH 10 STEEL 1983

#NC-1 170 240 140 OH 8 STEEL N/R

#NC-2 70 204 140 on 8 STEEL N/R

#NC-9 200 238 140 OH 8 STEEL N/R

3600166W LEHIGH ACRES DEV. (263614/813820) 479.00

(CDM) #1 150 65 50 OH 8 N/R 1955

#2 150 69 52 DM 8 N/R 1962

#3 200 68 58 ONH 8 N/R 1970

#4 150 85 50 OH 8 N/R 1970

#5 150 66 66 OH 8 N/R 1962

#6 100 62 62 OH 8 N/R 1970

#7 200 85 57 OH 8 N/R 1970

8 250 80 62 OH 8 N/R 1970

#9 N/R 62 55 OH 8 N/R N/R

#9A 200 80 63 O 8 N/R 1970

#1 280 114 88 OH 8 N/R 1972

#2 369 113 79 O 8 N/R 1972

#3 224 95 83 ON 8 N/R 1972

#4 300 115 84 OH 8 N/R 1972

1-30

APPENDIX I-G


PUMP TOTAL CASING PRODUCTION CASING CASING


(GPM) (FT.) (FT.)

ZONE DIAMETER

(FT.) (INCHES)

MATERIAL

DATE ANNUAL

DRILLED ALLOCATION

(YEAR) (MGY)

3600178W LEE. CO. UTILITIES

100

40

40

40

40

40

40

40

GULF COAST

105

105

105

105

TROST INT.

250

250

3600191W

(CR)

3600208W

(CR)

3600366W

(CR)

N/R

N/R

N/R

N/R

N/R

N/R

N/R

N/R

CENTER

100

100

100

100

65-100

65-100

65-100

65-100

CITRUS PK.

95

95

HARBOR UTILITIES COM.

70 65

120 65

120 65

120 65

120 65

3600401W

(CR) #1

BONITA BAY / SPRING CR.

(264258/815011)

(263813/814358)

4 IRON

4 IRON

4 IRON

4 IRON

(262226/814504)4 STEEL

4 STEEL

(262132/814731)

2.5 STEEL

2.5 STEEL

2.5 STEEL

4 STEEL

4 STEEL

(262051/814251)

350 120 80 OH 12 PVC

PERMIT #

91.25

N/R

N/R

PROPOSED

PROPOSED

PROPOSED

PROPOSED

PROPOSED

PROPOSED

61.00

1959

1959

1959

1959

1977

1977

1959

1959

1959

19741974

78.60

153.00

840.0

APPENDIX I-H

MARTIN COUNTY PUBLIC WATER SUPPLIES



(GPM) (FT.) (FT.)-----------------------------------------------

ZONE

(FT.)



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

4300041W

(CR) #1

#2

#3

#4

#5

#6#7

4300053W

(CR)

INDIANTOUN CO. WELLFIELD

110

200

110

110

200

200

200

CITY OF

200

200

200150

150

150

150

150

150

200

200

200

200200

200

200

200

200

200

200

200

200

280

280

280

400

400

400

400

400

115

125

115

115

125

125

125

STUART123

123

123

120

120

120

120

120

120

123

123

123

123

102

123

123

123

123

123

123

123

123

130

130

130

135

135

135

135

135

(270109/802807)10 STEEL

10 STEEL

10 STEEL

10 STEEL

8 STEEL

8 STEEL

8 STEEL

(271123/801407)105-122

105-122

105-122

105-120

105-120

105-120

105-120

105-120

105-120

105-123

105-123

105-123

105-123

84-102

105-123

105-123

105-123

105-123

105-123

105-123

105-123

105-123

OH

OH

OH

ON

OHN

OH

OH

OH

STEEL

STEEL

STEEL

STEEL

STEEL

STEEL

STEEL

STEEL

STEEL

STEEL

STEEL

STEEL

STEEL

STEEL

STEEL

STEEL

STEEL

STEEL

STEEL

STEEL

STEEL

STEEL

STEEL

STEEL

STEEL

STEEL

STEEL

STEEL

STEEL

STEEL

287.00

1410.00

1958

1958

1958

1958

1974

1975

1977

1950

1950

1950

1960

1960

1960

1960

1960

1960

1964

1964

1964

1967

1967

1967

1967

1967

1967

1968

1968

1968

1968

1977

1977

1977

1979

1979

1979

1979

1979

APPENDIX I-H




(GPM) (FT.) (FT.). . ... .. . . . . . . . . . .. . . . .. . . . .. . . . . . . . .. . .. . .. .. .. .

4300066W

#2

#3

#4A

#5

#1A

#2A#NHSS*

4300070W

HYDRATECH

100

100

250

100

250

250

175

3 PROPOSE

WATER AND

65

65

150

65

130

130

130

ZONE

(FT.)

SEWER

N/R

N/R

N/R

N/R

N/R ...

N/R

N/R

SOUTHERN STATES UTILITIES

440 115

250 105

PINELAKE

150

150

250

VILLAGE

100

90126



(270548/800855)

4 N/R N/R

4 N/R N/R

8 N/R N/R

4 N/R N/R

8 N/R N/R

8 N/R N/R

8 N/R N/R

(262510/791824)

6 N/R N/R

6 N/R N/R

(271343/801338)

6 N/R 1973

6 N/R 1973

8 N/R 1978

365.00

66.07

82.10

HOBE SOUND500500

500

500

500

500

450500

500

500

WATER CO.

82100100

90

104

104

105110

104

104

RIVER CLUB OF MARTIN

355 1010

MILES GRANT WATER

150 127

150 127

150 127

150 143

150 143

150 143

AND SEWER

110

110

110

126

126

126

(270308/800747)48-82

60-100

60-100

60-90

60-104

55-104

65-10572-110

60-104

60-104

685-1010

110-127

110-127

110-127

126-143

126-143

126-143

STEEL

STEEL

STEEL

STEEL

STEEL

STEEL

STEEL

STEEL

STEEL

STEEL

1986

1984

1984

1969

1963

1963

1968

1986

1982

1982

(271313/801352)

6 PVC 1978

(270845/801048)8 STEEL

8 STEEL

8 STEEL

8 STEEL

8 STEEL

8 STEEL

I-33

PERMIT #

4300073W

4300076W

(CR)

4300082W

(CR)

4300086W

590.00

45.55

95.20

APPENDIX I-H


PERMIT # PUMP

WELL # CAPACITY

(GPM)

4300089W

4300097W

4300102W

TOTAL

DEPTH

(FT.)

CASING

DEPTH

(FT.)

PRODUCTION

ZONE

(FT.)

MARTIN CO. UTILITIES

BEACON 21

150

150

150

N/R

N/R

N/R

N/R

N/R

N/R

N/R

N/R

DEV. CORP.

85

85

100

MARTIN CO. BD OF CO C

CASING

DIAMETER

(INCHES)

CASING DATE

MATERIAL DRILLED

(YEAR)

(270917/801236) NORTH

(270742/801148) SOUTH

N/R

N/R

85-100

70-115

70-115

70-115

80-125

70-115

80-125

112-152

85-125

(271331/801454)

6 N/R

6 N/R

6 N/R

(271426/801539)

N/R

N/R

N/R

N/R

N/R

N/R

PROPOSED

PROPOSED

N/R

N/R

PROPOSED

15 PROPOSED

JOES POINT VENTURE

150 1680

SAILFISH

N/R

N/R

ST.LUCIE

250

125

POINT

1000

720

FALLS DEV.

125

125

(271415/801134)

8 PVC N/R

(271030/800900)

6 PVC

6 PVC

(271407/801406)

4 STEEL

4 STEEL

92.00

1973

1971

1-34

ANNUAL

ALLOCATION

(MGY)

548.00

36.50

920.00

1982

1982

1982

1982

1982

1982

1982

1982

4300131W

4300146W

4300164W

(CR)

80.00

139.00

APPENDIX I-H


PUMP TOTAL CASING PRODUCTION


(GPM) (FT.) (FT.) (FT.).....................................................

CASING

DIAMETER

(INCHES)

CASING

MATERIAL

DATE ANNUAL

DRILLED ALLOCATION

(YEAR) (MGY)

MARTIN OWNS

700

600

700

700

700

UTILITIES

125

126

100

100

100

PIPERS LANDING

STAND-BY 130

140 141

BANYAN BAY DEV. CORP.

465 130

465 130

FLA. DEPT.

149

149

149

149

IBSCO, NC.

250

250

OF CORRECTION

104

103

104

100

80-125

80-125

80-100

N/RN/R

N/R

N/R

60-130

60-130

77-10475-103

83-10477-100

100 100-115

100 100-115

INDIAN RIVER PLANTATION

PW-3 420 1025 685

IR-1 STAND-BY 1025 590

FISHERMANS COVE

250 130

250 147

PALMETTO BAY

300

300

300

300

OH

OH

90-130

90-130

90-130

90-130

(271030/801828)

12 N/R

12 N/R

12 N/R

12 N/R

12 N/R

(270855/801614)

8 BLK IRON

12 BLK IRON

(270842/801448)

12

12

(271142/802902)

8 PVC

8 PVC

8 PVC

8 PVC

(271347/801420)

6 IRON

6 IRON

(271244/801044)

8 PvC

8 N/R

(270900/801430)

8 N/R

8 N/R

(270836/801355)

8 N/R

8 N/R

8 N/R

8 N/R

PERMIT #

4300169W 614.30

1982

1982

1982

PROPOSED

PROPOSED

36.50

138.00

4300173W

4300223W

4300277W

(CR)

4300311W

(CR)

4300328W

(CR)

4300342W

1982

1982

1985

1985

1985

1985

73.00

4300364W

87.30

171.55

60.00

173.0

APPENDIX I-1

MONROE COUNTY PUBLIC WATER SUPPLIES




4400002W OCEAN REEF CLUB, INC (251915/801649) 23.44

#2 900 1150 1042 N/R 10 N/R 1971

#3 900 1175 1066 N/R 10 N/R 1972

#4 450 1206 1050 N/R 10 N/R 1974

#5 1200 1200 1080 N/R 10 N/R 1975

1-36

APPENDIX I-J

OKEECHOBEE COUNTY PUBLIC WATER SUPPLIES

PERMIT # PUMP TOTAL CASING PROODUCTION CASING CASING DATE ANNUAL


(GPn) (FT.) (FT.) (FT.) (INCHES) (YEAR) (MGY)

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

FLA. SCHOOL FOR BOYS

125 280

125 170

125 260

125 280

125 280

125 170

276-280

160-170

256-260

276-280

276-280

160-170

(271816/804906)

4 IRON

8 IRON

4 IRON

4 IRON

4 IRON

8 IRON

4700059W

(CR) #15-5

#15-6

#15-7

#15-8

#15-9

#15-9A

50.00

1973

1973

1973

1973

1973

1973

APPENDIX I-K

ORANGE COUNTY PUBLIC WATER SUPPLIES

PUMP - TOTAL

CAPACITY DEPTH

(GPM) (FT.)

CASING

DEPTH

(FT.)

PRODUCTION

ZONE

(FT.)

REEDY CR.

600

1500

2100

600

1100

1000

1000

3500

4000

4000

40

720

3500

600

40

1800

2000

2000

2000

500

1000

TURKEY LAK

700

40

4800009W

(CR)

4800051W

(CR)

4800056W

IMP. DIST.

393

420

500

400

910

485

500

907

900

340

200

500

400

403

270

900500

500

500

398

500

.E PARK450

120

PUBLIC

500

600

1250

UTILITIES

150

190

1100

ORANGE CO. WATER & SEWER

(HIDDEN SPRINGS WELLFIELD)

75800

900

80100

1200

2403000

3000

300

492

600

150

200

441

171

1400

1400

N/R

N/R

N/R

DEEP

N/R

N/R

N/R

N/R

N/R

N/R

N/R

N/R

N/R

(282300/813330)

(283017/812900)

12 STEEL

2 STEEL

(282509/812717)16 N/R

16 N/R

16 N/R

(282923/812904)

(282932/812903)6 N/R

12 N/R

12 N/R

4 N/R

6 N/R

12 N/R

4 N/R

16 N/R

16 N/R

1-38

PERMIT #

WELL #

CASING

DIAMETER

(INCHES)

CASING

MATERIAL

DATE

DRILLED

(YEAR)

ANNUAL

ALLOCATION

(MGY)

8291.00

ORANGE CO.

2500

20002000

OW-1

OW-2Dw-3

4800059W

1971

1980

1980

19711969

1969

1969

1969

1969

1969

1970

1969

1970

1970

1972

1973

1988

1990

1993

1978

1995

32.70

1540.00

1972

1979

PROPOSED

936.00

1973

1980

PROPOSED

PROPOSED

APPENDIX I-K

ORANGE COUNTY PUBLIC WATER SUPPLIES

PUIP TOTAL CASING PRODUCTION CASING CASING DATE ANNUAL


(GPH) (FT.) (FT.) (FT.) (INCHES) (YEAR) (MGY)...................................................................................

ORLANDO UTILITIES CO.

3500

3500

3500

2082

3500

3500

3500

3917

3067

4250

4083

4083

967

4083

4317

38333783

4167

4717

3783

3783

4200

4200

1159

1145

1146

1349

1220

1500

1415

1415

1146

1283

409

1146

3801215

1150

1404

1338

13301346

1450

14001385

1410

956

947

1046

1022

10251099

931

994

1000

953

227

995

274

1033

1000

1038

1060

1001

1045

1057

1035

N/R

N/R

ORANGE CO. PUBLIC UTL. DIV

ORANGE/OSCEOLA MGT. CO.N/R 500

N/R 500

ORANGE CO. PUBLIC UTL. DIV

3000 500 200

3000 500 200

LAKE NONA

(282655/812710)

DEEP (283320/812250)

N/R 16 N/R

N/R 16 N/R

N/R 16 N/R

N/R 16 N/R

N/R 16 N/R

N/R 16 N/R

N/R 16 N/R

N/R 16 N/R

N/R 16 N/R

N/R 16 N/R

N/R 28 N/R

N/R 16 N/R

N/R 12 N/R

N/R 16 N/R

N/R 16 N/R

N/R 16 N/R

N/R 16 N/R

N/R 16 N/R

N/R 16 N/R

N/R 16 N/R

N/R 16 N/R

N/R 16 N/R

N/R 16 N/R

(282042/813604)

(282130/812130)

16 N/R

16 N/R

(282210/812338)

18 N/R

18 N/R

(282509/811525)

8 STEEL

12 STEEL

14 STEEL

6 STEEL

1-39

PERMIT #

WELL #

4800064W 25800.00

N/R

N/R

N/R

N/R

N/R

N/R

N/R

N/R

N/R

N/R

N/R

N/R

N/RN/R

N/R

N/R

N/R

N/R

N/R

N/R

N/R

PROPOSED

PROPOSED

173.80

858.00

4800134W

4800185W

4800231W

4800276W

(CR)

PROPOSED

PROPOSED

PROPOSED

PROPOSED

646.00

470.80

1986

1986

19861982

APPENDIX I-L

OSCEOLA COUNTY PUBLIC WATER SUPPLIES

PUMP . TOTAL CASING PROOUCTION CASING CASING DATE ANNUAL



BUENAVENTURA LAKES

2500 689 250

2500 749 50

KISSIMMEE GOOD SAMARITAN

660 320 Ni/R

1000 360 N/R

HYATT ORLANDO

1500 333 200

1500 336 178

250-689

50-749

(281940/812100)12 STEEL

16 STEEL

(281546/812929)

1974

1979

1970

1971

(282012/813211)

16 N/R 1972

16 N/R 1975

4900069W

(CR) CORE-1

CORE-2

CORE-3

IP-1

IP-2

V2-1

V7-1

V7-2

4900076W

(CR) #CD1

002

#CD03

#C04

#FP1

#FP2

P012#PD2

#PD3

4900084W

4900103W

POINCIANA UTILITIES

275 400

500 435

1000 497

200 400

1000 390

1000 500

1000 502

125 425

CENTRAL FLORIDA UTILITIES

760 405 197

1000 410 185

2000 410 200

2000 410 200

750 440 179

750 445 205

1000 414 290

1000 430 289

100 536 290

182-400

209-435

146- 497

120-400

127-390

146-500

225-502

N/R

197-267

185-255

N/RN/R

179-445

205-445

290-414

289- 430

290-536

TOWN OF ST. CLOUD

1400 650

2600 692

3000 671

CITY OF KISSIMMEE

2100 458

2100 1200

1800 467

2100 410

(CR)

(280653/812759)6 STEEL

8 STEEL

12 STEEL

6 STEEL

12 STEEL

42 STEEL

12 STEEL

12 STEEL

(281738/812056)

10 STEEL

10 STEEL

16 N/R

16 N/R

10 STEEL

10 STEEL

12 STEEL

12 STEEL

12 STEEL

(281451/811641)

18 N/R

18 N/R

18 N/R

(281842/812455)

DEEP (281842/812455)

16 IRON

16 IRON

1-40

PERMIT #

WELL #

4900002W

(CR)

4900005W

4900021tu

1233.00

197.10

115.00

730.00

1972

1974

1983

1972

1972

1984

1984

N/A

1532.00

1973

1973

PROPOSED

PROPOSED

1980

1980

1973

1973

1974

666.40

1960

1954

1954

1777.00

APPENDIX I-L

OSCEOLA COUNTY PUBLIC WATER SUPPLIES

PROODUCTION

ZONE

(FT.)

CASING

DIAMETER

(INCHES)

CASING DATE

MATERIAL DRILLED

(YEAR)

ANNUAL

ALLOCATION

(MGY)

(PROPOSED

450 200

450 200

ORANGE OSCEOLA MGMT.

2000 375

2000 367

N/R M/R

N/R N/R

N/R

N/R

N/R

N/R

PROJECT)

N/R

N/R

N/R

N/R

N/R

N/R

(281931/812922)

10 STEEL

10 STEEL

(282013/813057)

12 STEEL

12 STEEL

(281950/812813)

10 STEEL

10 STEEL

(281919/812112)

12 N/R

12 N/R

N/R N/R

N/R N/R

(281533/812709)

6 N/R N/R

6 N/R N/R

SOUTHERN STATES UTILITIES,INC TROPICAL PARK

(282003/812339)

6 STEEL

6 STEEL

PERMIT #

WELL #

PUMP

CAPACITY

(GPM)

TOTAL

DEPTH

(FT.)

CASING

DEPTH

(FT.)

4900116W FOUNTAIN

750

750

FLORIBRA

1000

1000

PARK

350

350

USA, INC

380

375

4900117W

(CR)

4900119W

(CR)

4900162W

NEW FLORIDA

750

750

73.00

577.00

1981

1981

55.00

143.00

1972

1972.

N/R

N/R

CORP.

147

195

N/R

N/R

4900233W BREWER (THE

9090

STARS) W

N/R

N/R

4900290W

(CR)

47.45

465 230

465 140

44.00

1967

1962

APPENDIX I-M

PALM BEACH COUNTY PUBLIC WATER SUPPLIES




5000010W

(CR) #1

#2#3

#4#5#6#7#8

#9

#10#11

#12

#13

#14

#15

#16

#17

#18

#19

#20

#21

#22

#23#24#25#26#27#28#29#30#31

TOWN OF JUPITER

OH

OH

OH

OH

OH

OH

OH

OH

OH

OHOH

OH

OH

110-161

130-165

132.165

120-156

OH

103-143

N/R

N/R

N/R

N/R

N/R

N/R

N/R

N/R

N/R

N/R

N/R

(265500/800800)

NO INFORMATION PROVIDED

MANGONIA PARK UTILITY CO.

150 200 168

225 187 168

225 230 210

225 200 168

225 200 168

(263202/794930)

6 STEEL 1961

8 STEEL 1983

8 STEEL 1969

8 STEEL 1982

8 STEEL 1985

1-42

PERMIT #

WELL #

3300.00

N/R

N/R

N/R .

N/R

N/R

N/R

N/R

N/R

N/R

N/R

N/R

N/R

N/R

N/R

N/R

N/R

N/R

N/R

N/R

N/R

N/R

N/R

N/R

N/R

N/R

N/R

N/R

N/R

N/RN/R

N/R

1970

1970

1971

1973

1977

1974

1974

1977

1977

1977

N/A

1978

1981

1981

1982

1982

1982

1982

1986

1986

1986

1986

PROPOSED

PROPOSED

PROPOSED

PROPOSED

PROPOSED

PROPOSED

PROPOSED

PROPOSED

PROPOSED

5000030W

(CR)

280.00

APPENDIX 1-M

PALM BEACH COUNTY PUBLIC UATER SUPPLIES



(GPM) (FT.) (FT.) (FT.) CINCHES) (YEAR) (MGY)-------------------------------------------..------------------------------------

PALM SPRINGS VILLAGE5000036W

(CR) 400 150

400 207

500 150

500 222

500 205

500 176

600 200

700 210

700 210

700 210

500 135

500 141

400 135

OFFLINE 93

1600 170

VILLAGE OF TEQUESTA

200 70

150-175 45

150-175 60

150-175 60

150-175 60

150-175 60

180 80

200 60

200 60

200 60

150 60

150 60

750 60

125 60

1000 70

ATLANTIS UTILITIES CO.

250 105

250 105

250 120

250 112250 117

(263700/800600)

8 STEEL

10 STEEL

10 STEEL

12 STEEL

12 STEEL

10 STEEL

12 STEEL

12 STEEL

12 STEEL

12 STEEL

8 STEEL

8 STEEL

8 STEEL

8 STEEL

14 STEEL

(265744/800528)

OH

OH

130-150

182-222

165-205

154-176

160-200

104-144

102-142

104-144

100-135

113-141

109-135

N/R

115-155

55-70

30-45

30-60

40-60

40-60

40-60

N/IR

38-60

36-60

35-60

36-60

35-60

45-60

45-60

50-70

85-105

85-105

100-120

95-112

95-117

(263551/800533)

19571964

1967

1969

1969

1971

1974

1977

1977

1977

1959

1959

1959

1959

1983

1960

1960

1970

1970

1970

1970

1975

1975

1975

1975

1975

1975

1980

19811980

8 N/R 1966

8 N/R 1966

8 N/R 1971

10 N/R 1977

8 N/R 1984

LOXAHATCHEE RIVER ENV. CONTROL DIST. (265502/800806)

250 130 N/R N/R 6 N/R 1976 68.30

I-43

PERMIT #

WELL #

666

66688888810

10

10

1606.00

5000046W 584.00

5000083W

5000126W

(CR)

267.80

APPENDIX I-M





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

5000135W PALM BEACH CO. SYSTEM #1 (264116/800556) #1W 4893.00

(263809/800927) #2W

(264205/800831) #8W

PLANT #1W #7 750 155 115 115-155 10 STEEL 1976

(CR) #8 750 180 130 130-180 12 STEEL 1979

#9 850 175 110 110-175 12 STEEL 1980

#10 1000 170 100 100-170 12 STEEL 1980

#11 800 175 105 105-175 12 STEEL 1980

#12 1000 160 100 100-160 12 STEEL 1980

#13 900 175 100 100-175 12 STEEL 1980

PLANT #2W #1 600 120 90 90-120 12 STEEL 1973

#2 600 120 90 90-120 12 STEEL 1973

#3 600 120 90 90-120 12 STEEL 1973

#4 600 120 90 90-120 12 STEEL 1973

#5 1000 120 90 90-120 12 STEEL 1974

#6 1000 120 90 90-120 12 STEEL 1974

#7 1000 120 90 90-120 12 STEEL 1974

#9 1000 115 85 85-115 12 STEEL 1983

#10 1000 115 85 85-115 12 STEEL 1983

#11 1000 115 85 85-115 12 STEEL 1983

#12 1000 120 90 90-120 12 STEEL 1983

#13 1000 100 70 70-100 12 STEEL 1983

#14 1000 N/R N/R N/R N/R N/R PROPOSED


#16 1000 N/R M/R N/R N/R N/R PROPOSED

#17 1000 N/R N/R N/R N/R M/R PROPOSED


PLANT #8W #1 1000 150 80 80-150 12 STEEL 1982

#2 1000 150 80 80-150 12 STEEL 1982

#3 1000 150 80 80-150 12 STEEL 1982

#4 1000 150 80 80-150 12 STEEL 1982

#5 1000 150 80 80-150 12 STEEL 1982

#7 1000 150 80 80-150 12 STEEL 1982

#8 1000 150 80 80-150 12 STEEL 1982

#10 1000 120 80 80-150 12 STEEL 1982

#12 1000 150 80 80-150 12 STEEL 1982



5000137W TROPICAL BREEZE ESTATES (263223/800645) 48.50

(CR) #1 200 120 115 OH 6 STEEL 1967

#2 STAND-BY 120 115 OH 6 STEEL 1961

1-44

APPENDIX I-N





CITY OF DELRAY BEACH (263142/801024)540

610

815

N/R

N/R

N/R

500760

840

N/A

740

610

870

700

1000

1000

1000

1000

700

1000

N/R

800

1000

1000

N/R

N/R

N/R

N/R

N/R

N/R

56-107

67-97

66-96

60-90

90-120

69-109

57-108

50-100

N/R

N/R

N/R

N/R

N/R

N/R

N/R

N/R

50-100

50-100

148-178

122-157

135-170

CENTURY UTILITIES

750 178

700 157

700 170

JAAICA BAY PROPERTIES

165 105

165 105

TOYN OF JUNO BEACH

90 73

90 74

90 59

125 60

125 56

(264228/800730)

10 STEEL

12 STEEL

12 STEEL

(263233/800711)

10 STEEL

10 STEEL

(265156/800317)

10

8

I-45

5000177W 5600.00

#1

#2

#3#4

#5#6

#1AN

#2N

#3N

#4N

#5N

#6N

#164

#17N

#8S

#9S

#10S

#11S

#12S

#13AS

#14S

#15S

#16S

#17S

5000178W

(CR)

N/R

N/R

1971

1980

PROPOSED

PROPOSED

N/R1958

1958

1957

N/R

1971

1972

1973

1971

1947

1947

1947

1954

1972

1955

1957

N/R

N/R

5000179W

(CR)

5000186W

594.00

1968

1971

1974

77.93

127.00

N/R

N/R

N/R

N/R

PROPOSED

APPENDIX I-M





LAKE WORTH UTILITIES

900 250

800 200

600 116

500 110

1000 150

400 118

650 105

325 90

800 102

500 140

525 250

800 160

TOWN OF HIGHLANDS BEACH

5000234W

(CR)

5000346W

(CR)

(263638/800403)

N/R 12

N/R 14

N/R. 12

N/R 12

N/R 12

N/R 10

N/R 14

N/R 12

N/R 12

N/R 10

N/R 12

N/R N/R

(263211/801306)

85-110 8 STEEL

85-110 8 STEEL

100-120 12 STEEL

N/R N/R N/R

N/R N/R N/R

N/R N/R N/R

2850.00

1980

1946

1951

1944

1986

1947

1974

1951

1952

1974

1982

N/R

508.00

1971

1971

1971

PROPOSED

PROPOSED

PROPOSED

1-46

400 104

400 104

700 120

N/R W/R

N/R N/R

N/R N/R

APPENDIX I-M





5000365W SEACOAST UTILITIES, INC. (264849/800457) NPB 7060.00

(264817/800446) OLD DIXIE

(264944/800620) PBG

(265132/800541) NC

(265115/800734) HOOD

NORTH #1 500 147 N/R N/R 10 STEEL 1967

PALM #2 350 140 N/R N/R 10 STEEL 1967

BEACH #3 400 145 N/R N/R 10 STEEL 1956

PLANT #4 600 161 131 131-161 12 STEEL 1985

WELLFIELD #5 600 180 130 130-160 12 STEEL 1987

#6 350 80 N/R N/R 10 STEEL 1956

#1-#17 #7 600 180 130 130-160 12 STEEL 1987

RICHARD ROD #8 600 180 135 135-165 12 STEEL 1987

#9 500 90 N N/NR /R 10 STEEL 1962

OLD #10 500 80 N/R N/R 10 STEEL 1962

DIXIE #11 500 78 N/R N/R 10 STEEL 1962

WELLFIELD #12 500 100 N/R N/R 10 STEEL 1969

#13 500 125 N/R N/R 10 STEEL 1969

#14 500 100 N/R N/R 16 STEEL 1970

#15 750 102 N/R N/R 16 STEEL 1971

#16 500 102 N/R N/R 16 STEEL 1971

#17 750 104 N/R N/R 16 STEEL 1973

PALM #4 350 182 N/R N/R 12 STEEL 1963

BEACH #6 300 145 N/R N/R 8 STEEL 1965

GARDENS #7 450 180 130 130-160 12 STEEL 1987

WELLFIELD #8 1000 140 N/R N/R 12 STEEL 1969

AKA LILAC #9 900 140 N/R N/R 12 STEEL 1970

#10 750 140 N/R N/R 12 STEEL 1972

#11 500 148 N/R N/R 16 STEEL 1974NORTH #1 190 106 N/R N/R 6 STEEL 1959

COUNTY #2 125 106 N/R N/R 6 STEEL 1963

UELLFIELD #3 200 106 N/R N/R 6 STEEL 1967

AKA CABANA #4 350 110 N/R N/R 10 STEEL 1970

#1 1230 200 80 80-110 12 STEEL 1976

#2 1230 200 90 90-120 12 STEEL 1977

#6 1230 123 78 78-108 12 STEEL 1977

#7 1230 125 78 78-108 12 STEEL 1977

#8 1230 125 88 88-118 12 STEEL 1977

#9 1230 120 86 86-116 12 STEEL 1977

HOOD RD #10 1230 130 86 86-116 12 STEEL 1977

WELLFIELD #11 1230 130 86 86-116 12 STEEL 1977

#12 1230 130 75 75-105 12 STEEL 1977

#13 1230 130 74 74-104 12 STEEL 1977

#14 1230 130 72 72-102 12 STEEL 1977#16 1230 129 72 72-102 12 STEEL 1977

#17 1230 130 72 72-102 12 STEEL 1977I A'

4~Yfl VSl 4T6 COO Cp *flSC irctI I~JJ It IILJU0 I3 120 IJO"1DD I2 DICEL 1703

APPENDIX I-M





5000367W CITY OF BOCA RATON (262237/800542) EAST 14200.00

(262159/800744) WEST

(CR) #1 700 120 85 OH 14 STEEL 1961

#3 555 120 85 OH 14 STEEL 1961

#4 590 120 85 OH 14 STEEL 1961

#5 700 106 78 OH 14 STEEL 1961

#6 700 120 70 OH 14 STEEL 1941

#7 700 120 70 on 14 STEEL 1941

#8 700 120 70 OH 14 STEEL 1941

#9 520 120 85 OH 14 STEEL 1962

#10 520 120 85 OH 14 STEEL 1962

#11 520 120 90 OH 14 STEEL 1962

#12 520 120 110 OH 14 STEEL 1964

#13 700 120 110 OH 14 STEEL 1964

#14 700 120 110 OH 14 STEEL 1964

#15 625 120 110 OH 14 STEEL 1964

#16 625 120 85 OH 14 STEEL 1964

#17 663 110 85 OH 14 STEEL 1964#18 625 115 90 OH 14 STEEL 1964

#19 625 119 90 OH 14 STEEL 1964#20 700 120 90 OH 14 STEEL 1964

#21 555 117 90 OH 14 STEEL 1964

#22 700 140 100 OH 14 STEEL 1967

#23 700 140 107 OH 14 STEEL 1967

#24 1400 135 110 OH 18 STEEL 1970

#25 1400 N/R N/R OH 18 STEEL 1970

#1W 1389 116 109 OH 20 STEEL 1971

#2 1389 124 104 104-124 20 STEEL 1971

#3W 1389 118 107 OH 20 STEEL 1971

#4W 1389 110 107 OH 24 STEEL 1971

#5W 1389 107 105 OH 20 STEEL 1971

#6W 1389 121 105 OH 24 STEEL 1971

#7W 1389 150 105 105-150 20 STEEL 1971

#8u 1389 125 108 OH 24 STEEL 1971

#9U 1389 150 109 109-150 20 STEEL 1971

#104 1389 120 100 OH 24 STEEL 1971

#111 1389 153 144 OH 20 STEEL 1979

#12W 1389 N/R N/R OH 20 STEEL 1979

#13 1389 180 127 127-180 20 STEEL 1982

#14W 1389 162 110 110-160 20 STEEL 1982

#15W 1389 162 110 110-160 20 STEEL 1982

#16W 1389 162 110 110-160 20 STEEL 1982

#17W 1389 162 110 110-160 20 STEEL 1982

I-48

APPENDIX I-n





BOCA RATON (CONTINUED)

1389 140 90 90-140

1389 162 110 110-160

1389 162 110 110-160

1389 162 110 110-160

1389 162 110 110-160

1389 167 115 115-165

1389 162 110 110-160

1389 162 110 110-160

1389 162 110 110-160

20-25 WELLS PROPOSED

STEEL

STEEL

STEEL

STEEL

STEEL

STEEL

STEEL

STEEL

STEEL

1981

1983

1983

1983

1983

1982

1983

1983

1983

PALM BEACH CO. UTILITIES SYSTEM #9 (262028/801120)

200 170 160 160-170 12 STEEL

700 113 105 105-113 12 STEEL

1000 129 120 120-129 12 STEEL

1000 115 109 109-115 12 STEEL

1000 116 111 111-116 12 STEEL

1000 117 111 111-117 12 STEEL

1000 126 114 114-126 12 STEEL

1000 118 108 108-118 12 STEEL

1000 125 117 117-125 12 STEEL

1000 120 102 102-120 12 STEEL

1000 120 100 100-120 12 STEEL

1000 121 110 110-121 12 STEEL

1000 116 112 112-116 12 STEEL

1000 121 107 107-121 12 STEEL

1000 120 106 106-120 12 STEEL

3220.00

1970

1972

1974

1974

1974

1974 CAPPED

1974 CAPPED

1982

1982

1982

1982

1982

1982

1982

1982

VILLAGE OF ROYAL PALM BEACH

400 70 64 64-70

400 66 61 61-66

300 66 61 61-66

525 69 55 55-69

525 64 54 54-64

900 100 70 70-100

900 100 70 70-100

(264230/801302)8888812

12

N/R 1972

N/R 1972

N/R 1972

N/R 1982

N/R 1982

N/R PROPOSED

N/R PROPOSED

1-49

PERMIT #

WELL #

#18W

#19W

#20W

#21W

#22W

#23W

#24W

#25W

#26W

5000401W

(CR)

5000444W 849.00

APPENDIX I-K


PUMP . TOTAL CASING PRODUCTION CASING CASING DATE ANNUAL


(GPM) (FT.) (FT) (FT.) (INCHES) (YEAR) (MGY)

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

5000460W

(CR) #1

#2

#4#5A

#6

#7

#9A

#10A#11

#12A

#13

#14

#15

#16

#17

#18#21

#801A

#802

#803

#804

#805

#851

#852

5000464W

CITY OF RIVIERA BEACH (264701/800428)

160-180

43.64

190-200

180-220

160-198

161-181

160-200

160-200161-191

150-180

193-233

195-235

187-227

190-230

205-245

182-222

165-195

125-165

112-152

95-135

125-165

105-145

113-133

113-133

ACNE IMPROVEMENT DISTRICT

(CR) #1

#2

#3#4

#5

#6#7#8#9#11

#13

#15

#17

#18

#19

#20

100 40

OFFLINE 40

OFFLINE 40

80 50

80 50

70 40

125 40

250 80

OFFLINE 40

80 40

100 40

OFFLINE 40

250 80

750 90

750 90

750 90

20-4020-40

20-40

20-50

20-50

20-40

20-40

20-80

20-40

20-40

20-40

20-40

20-80

70-90

70-90

70-90

STEEL

STEEL

STEEL

STEEL

STEEL

STEEL

STEEL

STEEL

STEEL

STEEL

STEEL

STEEL

STEEL

STEEL

STEEL

STEEL

STEEL

STEEL

STEEL

STEEL

STEEL

STEEL

STEEL

STEEL

(263948/801315) NORTH

(263623/801255) SOUTH

6 STEEL

6 STEEL

6 STEEL

3 STEEL

3 PVC

3 PVC

6 STEEL

6 STEEL

6 STEEL

6 STEEL

6 STEEL

6 STEEL

6 STEEL

12 STEEL

12 STEEL

12 STEEL

3250.00

1974

1971

1959

1977

1962

1965

1978

1978

1964

1984

1965

1967

1967

1968

1968

1973

197719811980

1979

1981

1981

1985

1985

910.00

1972

197319731981

19811980

19791979

1979

1979

1979

19791979

19811981

1981

PERMIT #

WELL #

APPENDIX I*M




(GPM) (FT.) (FT.) (FT.) . (INCHES) (YEAR) (MGY)

5000499W CITY OF BOYNTON BEACH (263100/800500) 3890.00

(263200/800700) WEST

(CR) #1 750 54 48 48-54 8 STEEL 1946

#2 750 60 49 49-60 8 STEEL 1946

#3 750 62 52 52-62 8 STEEL 1955

#4 750 81 64 64-81 8 STEEL 1958

#5 750 81 62 62-81 8 STEEL 1958

#6 750 76 54 54-76 8 STEEL 1961

#7 750 75 54 54-75 8 STEEL 1961

#8 750 70 50 50-70 8 STEEL 1963#9 750 70 50 50-70 8 STEEL 1963

#10 750 105 75 75-105 10 STEEL 1970

#11 750 112 78 78-112 12 STEEL 1973

#13 750 91 70 70-91 12 STEEL 1975

#14 750 113 80 80-113 12 STEEL 1975

#15 750 234 204 204.234 12 STEEL 1978

#16 750 239 209 209-239 12 STEEL 1978

#17 750 201 165 165-200 12 STEEL 1983

#18 750 201 165 165-200 12 STEEL 1983

#19 750 204 168 168-203 12 STEEL 1983

#20 750 206 170 170-205 12 STEEL 1983

#21 750 204 168 168-203 12 STEEL 1983

#22 750 204 168 168-203 12 STEEL 1983#1W N/R 130-160 N/R N/R N/R N/R N/R

#2W N/R 130-160 N/R N/R N/R N/R N/R

#3W N/R 130-160 N/R N/ N/N/R N/R N/R

#4W N/R 130-160 N/R N/R N/R N/R N/R

#5W N/R 130-160 N/R N/R N/R N/R N/R

#6W N/R 130-160 N/R N/R N/R N/R N/R

#7W N/R 130-160 N/R N/R N/R N/R N/R

8 N/R 130-160 N/R N/R N/R N/R N/R

N9w N/R 130-160 N/R N/R N/R N/R N/R

#10W N/R 130-160 N/R N/R N/R N/R N/R

#11U N/R 130-160 N/R N/R N/R N/R N/R

#12W N/R 130-160 N/R N/R N/R N/R N/R

#13 N/R 130-160 N/R N/R N/R N/R N/R

#14W N/R 130-160 N/R N/R N/R N/R N/R

#15W N/R 130-160 N/R N/R N/R N/R N/R

#16W N/R 130-160 N/R N/R N/R N/R N/R

#17W N/R 130-160 N/R N/R N/R N/R N/R

#18W N/R 130-160 N/R N/R N/R N/R N/R

#19W N/R 130-160 N/R N/R N/R N/R N/R

#20W N/R 130-160 N/R N/R N/R N/R N/R

#21W N/R 130-160 N/R N/R N/R N/R N/R

#22W N/R 130-160 N/R N/R N/R N/R N/R

APPENDIX I-N


PRODUCTION

ZONE

(FT.)

CASING

DIAMETER

(INCHES)

CASING DATE

MATERIAL DRILLED

(YEAR)

ANNUAL

ALLOCATION

(MGY)

PRATT & WHITNEY

300 55

300 57

300 54

300 56

300 55

300 54

TOWN OF

290

290

300

100

120

125

150

150

100

35-55

37-57

34-54

36-56

35-55

34-54

MANALAPAN

191

191

114

62

50

51

645762

(265405/801801)

8 STEEL

8 STEEL

8 STEEL

8 STEEL

8 STEEL

8 STEEL

(263420/800310)

CO. WATER UTILITIES

145 120

145 120

145 120

150 127

150 120

145 120

145 120

145 120

N/R N/R

N/R N/R

N/R N/R

UTILITY

100

100

100

(262912/800849)

120-145

120-145

120-145127-150

120-150

120-145

120-145

120-145

N/R

N/R

N/R

N/R

N/R

N/R

STEEL

STEEL

STEEL

STEEL

STEEL

STEEL

STEEL

STEEL

N/R

N/R

N/R

(264142/800833)

8

$

NAT'L MOBILE IND, INC.

TOWN OF LANTANA

620 64

620 65

1000 80

1000 80

(UTILITY CARETAKERS,INC.)

(263652/800737)99-104

99-104

26-64

20-65

50-80

47-80

8 N/R

8 N/R

(263452/800319)

8812

12

1953

1953

1964

1964

PERMIT #

WELL #

PUMP

CAPACITY

(GPH)

TOTAL

DEPTH

(FT.)

CASING

DEPTH

(FT.)

50-00501W

(CR)

50-00506-W

1070.00

1957

1957

1957

1957

1977

1977

'437.00

5000511W

(CR)

PALM BEACH

700

700

700

700

700

700

700

700

N/R

M/R

N/R

MEADOWBROOK

1100

1100

1100

5000562W

1559.00

625.00

1973

1973

1973

1973

1979

19801979

1984

PROPOSED

PROPOSED

PROPOSED

1958

1958

PROPOSED

5000572W

5000575W

1-52

87.60

695.00

APPENDIX I-M


PUMP . -TOTAL CASING

CAPACITY DEPTH DEPTH

(6PM) (FT.) (FT.).............................

LION COUNTY

120

120

VILLAGE

350

350

350

PRODUCTION

ZONE

(FT.)

CASING

DIAMETER

(INCHES)

CASING DATE

MATERIAL DRILLED

(YEAR)

(264251/801905)SAFARI

115

115

OF GOLF

100

100

100

12 STEEL

8 STEEL

(263034/800710)

N/R 10 STEEL

N/R 10 STEEL

N/R 10 STEEL

1980

N/R

1971

1974

1978

CITY OF WEST PALM BEACH

(10) PROPOSED WELLS

GO0D SAMARITAN HOSPITAL

250 72 52

250 73 54

250 65 45

CONSOLIDATED UTILITY

300 120

400 120

225 115

FLA. WATER

300

300

500

A.G. HOLLEY

320500

500

ARROWHEAD350

350

SERVICES

120

120

118

(264333/800311)

52-72

54-73

45-65

100-120

100-120

88-118

STATE HOSPITAL

150 N/R

150 N/R

120 N/R

MOBILE

N/R

N/R

HOME PARK

78

75

12

12

8

(264554/800713)

886

(263449/800558)

88

12

(263524/800344)

888

(263502/800628)8 STEEL

8 STEEL

PALM BEACH PARK OF COMMERCE

PROPOSED SITE

1-53

PERMIT #

WELL #

5000605W

(CR)

5000612W

(CR)

ANNUAL

ALLOCATION

(MGY)

58.40

237.00

5000615W

(CR)

5000653W

PB#1

PB#3

5000713W

5001007W

91.30

87.76

1952

1966

1979

1962

1962

1963

5001092W

(CR)

215.00

64.40

5001283W

(CR)

5001528W

(CR)

1950

1950

1950

1986

1981

56.00

147.28

APPENDIX I-N

POLK COUNTY PUBLIC WATER SUPPLIES

PUMP

CAPACITY

(GPM)

TOTAL

DEPTH

(FT.)

WALK-IN-UATER LK.

700 853

N/R N/R

CASING

DEPTH

S(FT.)

EST.

N/R

N/R

RIVER UTILITIES,INC.

150 830

350 812

LAKE WALES UTILITY CO.

1100 831 500

PRODUCTION

ZONE

(FT.)

CASING

DIAMETER

(INCHES)

CASING

MATERIAL

(275055/812612)10 N/R

10 N/R

(274700/811200)

6 IRON

12 IRON

(275138/812525)

8 N/R

1-54

PERMIT #

WELL #

5300024W

DATE

DRILLED

(YEAR)

ANNUAL

ALLOCATION

(MGY)

5300026W

(CR)

5300030W

(CR)

51.10

N/R

PROPOSED

183.00

1969

1970

1962

95.00

APPENDIX I-0

ST. LUCIE COUNTY PUBLIC WATER SUPPLIES

PUMP .TOTAL CASING PRODUCTION CASING CASING DATE ANNUAL



5600085W

(CR)

(272645/802102)FT. PIERCE UTILITIES

350 114

350 111

350 92

300 97

200 105

200 105

300 105

600 105

350 105

325 105

200 105400 105

300 105

450 105

325 105

500 105

350 114

350 114

350 110

350 110

350 113

350 113

350 113

shutdown N/R

350 129

350 114

350 100

350 106

350 110

350 101

700 105

700 105

700 105

700 110

700 110

350 110

350 110

PERMIT #

WELL #

49-84

61"101

45-70

N/R

N/R

N/R

N/R

N/R

N/R

N/R

N/R

N/A

N/R

N/R

N/R

N/R

49-79

59.8460-90

56-96

65-105

65-105

73-113

N/R

70-110

68-108

54-100

54-99

60-104

57-101

53-105

52-105

52-105

65-110

62-110

55-110

50-105

4544.00

APPENDIX I-0

ST. LUCIE COUNTY PUBLIC WATER SUPPLIES

PRODUCT ION

ZDNE

(FT.)

CASING

DIAMETER

(INCHES)

CASING DATE ANNUAL

MATERIAL DRILLED ALLOCATION

(YEAR) (MGY)

SPANISH LAKES MH PK

GENERAL DEV. CORP.

400

350

400

275

225

OFFLINE

320

320

OFFLINE

255

190

315

450

300

450

N/R

N/R

N/R

6550

50

767075657071

71

55

6065

55

55

N/R

N/A

N/R

65-95

50-90

50-90

76-10670-100

75-105

65-105

70-106

71-106

71-10655-9560-95

65-95

55-85

55-105

OCEAN TOWERS UTILITY CORP.

200 1000 200

BYRN MAWR WATER RESOURCES

60 880

N/R 1000

(271902/801833)

8 N/R

8 N/R

8 N/R

(271839/802105)

STEEL

STEEL

STEEL

STEEL

STEEL

STEEL

STEEL

STEEL

STEEL

STEEL

STEEL

STEEL

STEEL

STEEL

STEEL

(271739/801307)

5 PVC

(273214/801858)

SPANISH LAKES

220

N/R

N/R

HOLIDAY PINES

100

250

C. CLUB

100

100

100

SERVICE

108

108

HARBOUR RIDGE, LTD.

250 110

250 110

(273259/802313)

8 #/R

8 N/R

8 N/R

(273127/802310)

8 N/R

8 N/R

(271252/801805)8 STEEL

8 STEEL

PERMIT #

WELL #

PUMP

CAPACITY

(GPN)

TOTAL

DEPTH

(FT.)

CASING

DEPTH

(FT.)

5600097W

5600142W

(CR)

5600300W

5600342W

142.00

1555.00

1969

1969

1970

1975

1975

1975

1975

1975

1975

1975

1983

1983

1983

1983

1983

58.40

39.00

5600401W

5600406W

5600449W

N/R

PROPOSED

62.05

660.00

45.60

APPENDIX 1-0

ST. LUCIE COUNTY PUBLIC UATER SUPPLIES

PERMIT # PUMP TOTAL CASING PRODUCTION CASING CASING DATE ANRUAL


(GPM) (FT.) (FT.) (FT.) (INCHES) (YEAR) (MGY)-----------.-.----------------------------------------------------------------.....----------------...-

MONTE CARLO C. CLUB

150 95

150 95

150 95

RESERVE UTILITY CORP.

60 80

60 80

60 80

60 8060 80

65-95

65-95

65-95

35-80

35-8035-8035-80

35-80

(272926/802543)8 N/R8 N/R

8 N/R

(272009/802542)6

6 N/R

6 M/R6 N/R

6 N/R

5600462W

5600552W

42.90

1983

1983

1983

74.30

1986

1986

1986

PROPOSED

PROPOSED

technical publication 88-4dpanther.fiu.edu/sobek/content/fi/12/09/02/50/00001/fi...2002/12/09 ·...

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