state of florida randolph hodges, executive director...

STATE OF FLORIDAFLORIDA DEPARTMENT OF NATURAL RESOURCES

Randolph Hodges, Executive Director

DIVISION OF INTERIOR RESOURCESJ.V. Sollohub, Director

BUREAU OF GEOLOGYRobert O. Vernon, Chief

Information Circular No. 67

SELECTED WATER RESOURCE RECORDSFOR OKALOOSA COUNTY AND ADJACENT AREAS

ByJames B. Foster and Charles A. Pascale

U.S. Geological Survey

Prepared by theUNITED STATES GEOLOGICAL SURVEY

in cooperation with theBUREAU OF GEOLOGY

DIVISION OF INTERIOR RESOURCESFLORIDA DEPARTMENT OF NATURAL RESOURCES

andOKALOOSA COUNTY

TALLAHASSEE1971

of

Completed manuscript receivedFebruary 11, 1970

Printed by theFlorida Department of Natural Resources

Division of Interior ResourcesBureau of Geology

Tallahassee

ii

CONTENTS

PageIntroduction .......... ..................... .... .. 1

Acknowledgemerits ................................. 1Well-numbering system ................................ 3

Hydrologic Data ..................................... 3Selected Data References ................................ 95

ILLUSTRATIONS

Figure Page1 Map of Florida showing location of Okaloosa County and adjacent areas and a

diagram illustrating the 16-character well-numbering system . . . . . . . . . . . 2

2 Map of Okaloosa County and adjacent areas showing location of surface-waterand rainfall data collection sites. ... ................ ....... 10

3 Map of Okaloosa County and adjacent areas showing location of inventoriedwells which top the Floridan aquifer with those wells used for water-levelobservation indicated .............................. 23

4 Map of Okaloosa County and adjacent areas showing location of inventoriedwells which tap the sand-and-gravel aquifer with those wells used for water-levelobservations indicated ................... ............ 24

TABLES

Table

1 Surface-water data-collection points in Okaloosa County and adjacent areas . . 5

2 Miscellaneous surface-water data not previously published . . . . . . . . . . . . 7

3 Records of rainfall in Okaloosa County and adjacent areas . . . . . . . .... 11

4 Records of wells in Okaloosa County and adjacent areas . . . . . . . . . . . 12

5 Records of the water level in wells in Okaloosa County and adjacent areas . .. 25

6 Ground-water pumpage by municipal and federal facilities in Okaloosa Countyand adjacent areas ................................ 33

7 Chemical analyses and temperature of ground waters in Okaloosa County andadjacent areas ........... . ....................... 35

8 Logs of selected wells in Okaloosa County and adjacent areas . . . . . . . ... 58

9 Report well reference number keyed to Florida Bureau of Geology well file

number ..................................... 94

m..

SELECTED WATER RESOURCES RECORDS FOROKALOOSA COUNTY AND ADJACENT AREAS

ByJames B. Foster and Charles A. Pascale

INTRODUCTION

This report presents water resources records for Okaloosa County, the upperdrainage area of Shoal River, coastal areas in Walton County, and selected areasin Santa Rosa County as shown in figure 1. These records were collected fromJanuary 1966 through September 1968 as a part of an investigation by the U.S.Geological Survey of the water resources of Okaloosa County and adjacent areas.The investigation was made in cooperation with Okaloosa County and theBureau of Geology, Division of Interior Resources, Florida Department ofNatural Resources.

The purpose of the report is to assemble the basic data collected during theinvestigation that are not previously published. Other data reports pertaining toOkaloosa and adjacent areas are contained in the list of selected references.

The interpretative results of the investigation are in the report entitled,"Water resources of Okaloosa County and adjacent areas" by J.B. Foster andC.A. Pascale (in preparation, 1969).

Geologic and hydrologic information are presented in tables which group thedata according to type. Maps of the area show the location of data collectionstations within the county and adjacent areas. The stratigraphic nomenclatureconforms to the usage of the Florida Bureau of Geology and not necessarily tothat of the U.S. Geological Survey.

ACKNOWLEDGEMENTS

A number of individuals and organizations have been most generous insupplying information and assistance in the process of collecting data for thisinvestigation. The courtesies extended by the following persons are mostappreciated:

G.R. Hinson and J.B. Hoover - Okaloosa Water and Sewage System

Joe Morgan, E.W. Dick, J.H. Lynham, and Grady Henderson - City of FortWalton Beach

Col. J. Y. Read, Col. W.F. Potter, W.E. Alford, R.A. Hoffman, C.R. Smith,and L. Davis - Eglin Air Force Base

W.T. McKenzie - Okaloosa Island Authority

A.G. Symons and R.H. Brown - Layne - Central Company

2 BUREAU OF GEOLOGY

*7T* W* *e* 64* *e le* 1* 60

"lieG E G OR IA

Location or aa '

cl-oag

m,,..oo,,o, 11•

Figure 1. Map of Florida showing location of Okaloosa County and adjacent areas and adiagram illustrating the 16-character well-numbering system.

INFORMATION CIRCULAR NO. 67 3

E.L. Thomason - Thomason Well and Pump Company

Robert Gibson - Gibson Well Drilling

We also extend our thanks to the numerous other individuals in the countyand adjacent areas who gave us access to their wells and who furnished us withinformation on their water supplies.

WELL - NUMBERING SYSTEMS

The well-numbering system used to catalogue wells in this report is that of theWater Resources Division of the U.S. Geological Survey. It is based on thelocation of wells within a one-second grid of parallels of latitude and meridiansof longitude. A report well reference number has also been used as across-reference number.

The Geological Survey number used to catalogue wells is a 16-characternumber that defines the latitude and longitude of the southeast corner of aone-second quadrangle in which the well is located. The first 6 characters of thewell number include the digits of the degrees, minutes, and seconds of latitude,in that order. The 6-digits defining the latitude are followed by the letter Nwhich indicates north latitude for wells in the northern hemisphere. The 7 digitsfollowing the letter N gives the degrees, minutes, and seconds of longitude. Thelast digit, set off by a period from the rest of the number, is assignedsequentially to identify wells inventoried within a one-second quadrangle.

An example of the well number is illustrated in figure 1. The designation275134N0815220.1 indicates the first well inventoried in the one-secondquadrangle bounded by latitude 27051'34" on the south and longitude 081052'20" on the east.

The report well reference number is used to facilitate the identification ofwells in the tables and on the well location maps. It is also used to provide across-reference between wells in this report and wells which are discussed in thereport by Foster and Pascale which was previously mentioned.

HYDROLOGIC DATA

Data pertaining to surface water are found in tables 1 and 2. Thesurface-water-data-collection sites in table 1 are listed in downstream order. Thestation number identifies the sites on the map in figure 2. Table 2 containsmiscellaneous streamflow measurements, results of chemical analyses,temperatures, and specific conductances of surface water. Rainfall records arecompiled in table 3 and the locations of the rain gages are shown in figure 2.Table 4 gives a record of wells inventoried in and adjacent to Okaloosa Countywhose locations are shown in figures 3 and 4. Other ground-water data areincluded in tables 5, 6, and 7 which contain records of water levels, pumpage,

4 BUREAU OF GEOLOGY

and results of chemical analyses, temperatures, and specific conductances.Figures 3 d 4 show the location of wells for which water level records areavailable. Wells listed in table 7 may also be located in figures 3 and 4 by thereport well reference number. Lithologic logs of selected wells are presented intable 8. The location of these wells and other wells for which drill cuttings areon file with the Florida Bureau of Geology are shown in figures 3 and 4. Table 8gives the cross-reference between the report well reference number used infigures 3 and 4 and tables 4 and 7 and the Florida Bureau of Geology well filenumber.

*1

INFORMATION CIRCULAR NO. 67

Table 1. Surface-water data-collection points in Okaloosa County and adjacent areas.

Type of record: A, standard chemical analysis; D, Discharge and stage;K, Conductivity; S, Stage.

Frequency of record: d. Daily; r, Continuous; (3), Total number of analysesof samples or measurements of streamflow.

Station Drainage Type andNo. on Location area frequencyfig. 2 (in downstream order) sq. mi. of record Period of record

12B COASTAL AREA BETWEEN CHOCTAWHATCHEERIVER AND YELLOW RIVER

1 Rocky Creek near Portland -- D(3) 1965-67A(1) 1965

2 Rocky Creek near Niceville 67.0 Dr March 1966 to June 1968A(5), K(7)* 1966-68

3 Long Creek near Portland -- D(1)K(1)* 1967

4 Long Creek (No. 2) near Valparaiso - D(1)K(1)* 1967

5 Turkey Creek near Valparaiso -- D(1)K(l)* 1967

6 Swift Creek near Niceville 5.15 D(8) 1961-67A(3) 1966-68

7 Turkey Creek near Niceville 25.0 Dr April 1966 to June 1968A(6), K(7)* 1966-68

8 Rogue Creek near Valparaiso -- D(4)K(4)* 1966-67

9 Tenmile Creek near Valparaiso -- D(2)K(2)* 1967

10 Anderson Branch near Valparaiso -- D(1)K(1)* 1967

11 Juniper Creek near Niceville 29.5 Dr March 1966 to June 1968A(6), K(7)* 1966-68

12 Turkey Creek at Niceville -- A(1) 1967

13 Toms Creek at Valparaiso -- D(1)K(1)* 1967

14 Carnier Creek near Garnier -- D(1)K(1)* 1967

15 Lightvood Knot Creek near Garnier -- D(1)K(1)* 1967

16 Turtle Creek near Fort Walton Beach -- D(2) 1966-67

17 East Bay River near Wynnehaven Beach 62.0 Dr April 1966 to June 1968

A(5), K(6)* 1966-68

12C YELLOW RIVER BASIN

18 Yellow River near Oak Grove -- D(3) 1966-68A(3) 1966-68

19 Yellow River at Milligan 624 Dr July 1938 to June 1968Kd 1965-68A(ll), K(5)* 1962-68

20 Trammel Creek near Milligan - D(4) 1967A(3), K(4)* 1966-68

21 Baggett Creek near Milligan 7.8 Dr October 1964 to June 1968A(4) 1966-68

22 Qua Creek near DeFuniak Springs -- D(3) 1965-67

23 Caney Creek near Clendale -- D(2) 1966-67

24 Shoal River near Hossy Head 123 Dr March 1951 to June 1968A(6), K(7)* 1966-68

*See Table 2.a approximate

6 BUREAU OF GEOLOGY

Table 1. Surface-water data-collection points in Okaloosa County and adjacent areas -- Continued

Station Drainage Type andSo. on Location area frequencytig. 2 (in downstream order) sq. mi. of record Period of record

25 Lake Jackson near Paxton a2 Sd September 1966 to June 1968

26 Horsehead Creek near Laurel Hill -- D(2) 1966-67

27 Pond Creek near Dorcas 94.8 Dd October 1966 to June 1968A(7), K(7)* 1966-68

28 Shoal River near Dorcas -- D(5) 1966-68A(3) 1966-68

29 Titi Creek near Creatview 62.9 Dr March 1966 to June 1968A(7), K(7)* 1966-68

30 Shoal River near Crestview 474 Dr July 1938 to June 1968A(6), K*(6) 1966-68

31 Turkey Hen Creek near Cresview -- D(1)K*(l) 1967

32 Gopher Creek near Crestview -- D(l)K*(1) 1967

33 Carsprlng Branch near Crestviev -- D(l)K*(1) 1967

34 Turkey Gobbler Creek rear Crestviev -- D(1)K*(l) 1967

35 Wilkinson Creek near Crestview -- D(1)K*(l) 1967

36 Middle Creek near Creatviev -- D(1)K*(l) 1967

37 Malone Creek near Crestview -- D(l)K*(1) 1967

38 Metts Creek near Crestviev -- D(1)K*(l) 1967

39 Yellow River near Holt 1210 Dr, D(2) 1933-41; 1966-68A(3) 1966-68

12D BLACKHATER RIVER BASIN ANDCOASTAL AREA

40 BIackwater River near Good Hope a90 D(2) 1966-68A(3) 1966-68

41 Soggy Hollow Creek near Good Hope -- D(1)A(1), K*(1) 1966

42 Blackwater River near Blackman -- D(l)A(1) 1967

43 Blackwater River near Baker 205 Dr March 1950 to June 1968A(8), K*(4) 1966-68

44 Blackwater River near Holt 276 D(15) 1958-62; 1966-68A(4) 1966-68

*See Table 2, pagea approximate


Table 2. Niseellaneous surface-water data not previously published.

SpecificConduct-

Teo- anceStation Dis- per- (nicro-Ro. on Date cherge acure mhoefig. 2 Stream Tributary to Location Hea ured (cf ) F at 25*C)

1 Rocky Creek Rocky Bayou Let 30'32'07", long 86"22'55", in 12-20-66 115 54 12SEt sec. 31, T. 1 N., R. 21 W., 3-21-67 152 65 17at bridge on woods road, 6 miles 6- 8-67 112 70 19east of Niceville, Okaloosa County, 10- 9-67 275 68 24Fla. 11-15-67 157 59 12

1- 4-68 240 59 172-12-68 172 50 15

3 Long Creek Rocky Creek Lat 3'030'45', long 86'23'24", in 4-25-67 9.87 67 32HWk eec. 7, T. 1 S., R. 21 W., atculvert on graded road; 0.5 milesabove Rocky Creek and 11.7 milesvet of Portland, Walton County,Fla.

4 Long Creek Rocky Creek Lat 30'31'20", long 86*24'42". in 4-25-67 8.11 67 16(No. 2) SE sec. 2, T. 1 S., R. 22 W., at

culvert on woods road, 1.3 allesabove Rocky Creek and 5 miles eastof Valparaiso, Okaloossa County, Fla.

5 Turkey Creek Rocky Bayou let 30*30'43", long 86'25'30", in 4-25-67 6.44 68 14NWk ec. 11, T. 1 S., R. 22 V.. atculvert on graded road, 0.4 mileabove Rocky Bayou and 4 mlles eastat Valparaiso, Okalooea County, Fla.

7 Turkey Creek Boggy Bayou Let 30"33'43", long 86*32'10", in 12-19-66 67.8 54 9Wl eec. 27, T. 1 N., R. 22 W., at 3-21-67 75.6 67 16

downatream side of bridge on woods 6- 6-67 66.9 72 23road, 0.6 mile upstream from Rogue 10-10-67 69.9 65 14Creek and 4.5 miles northvest of 11-13-67 79.9 63 12Niceville, Okaloosa County, Fla. 1- 2-68 86.5 65 15

2-12-68 84.7 54 17

8 Rogue Creek Turkey Creek Let 30*33'20" ,

long 86'33'46", in 7-13-66 12.5 74 14SEl sec. 29, T. 1 N., R. 23 W., at 1-12-67 11.9 59 15culvert on voods road, 4.2 miles 3-22-67 10.4 67 13northwest of Valparaiso, Okaloosa 4-27-67 15.7 67 18County, Fla.

9 Tenile Creek Juniper Creek Lat 30*34'12", long 86*31'00", in 3-22-67 35.7 63 12SEl sec. 23, T. 1 N., R. 23 W., 4-27-67 37.4 68 16at bridge on graded road, 0.3 mileabove Juniper Creek and 4.8 milesnorth of Valparaiso, OkalooaaCounty, Fla.

10 Anderson Branch Juniper Creek Let 30'33'35". long 86*30'50", in 4-25-67 4.13 77 18NEk ec. 26, T. 1 N., R. 23 W., atculvert on graded road, 0.3 mileabove Juniper Creek and 4 allesnorth of Valparatso. OkaloosaCounty, Fla.

11 Juniper Creek TurkeyCreek lat 30'33'26", long 86*31'11", In 12-20-66 57.0 54 9NAW sec. 26, T. 1 N., R. 23 W., at 3-21-67 69.2 67 17donestrean side of bridge on State 6- 6-67 74.5 70 21Highway 85, 0.9 mile upstream from 9- 5-67 54.8 61 14Turkey Creek and 3 miles northwest 11-13-67 73.7 61 14of Niceville, Okalooaa County, Fla. 1- 2-68 114 63 16

2-12-68 87.8 50 15

13 Toms Creek Toms Bayou Lat 30"30'22", long 86'31'27", in 4-25-67 13.9 68 22Wk eec. 14, T. 1 S., R. 23 V., atculvert on State Highway 85, InValparaiso, Okaloosa County, Fla.

14 Carnier Creek Carnier Bayou Lat 30*28'49", long 86*35'07", in 3-23-67 21.3 56 18SEl sec. 19, T. I S., R. 23 U., atculvert on State Highway 85A, 0.3mile above Carnier Bayou and 1.8illes north of Crnier, OkaloosaCounty, Fla.

15 Lightvood Knot Carnier Bayou Let 30*28'41", long 86'35'45", in 4-27-67 44.2 68 20Creek . SW ec. 19, T. 1 S., R. 23 W., at

bridge on State Highway 85A, 0.3mile above Garnier Bayou and 1.4milea north of Carnelr, OkaloosaCounty, Fla.

8 BUREAU OF GEOLOGY

Table 2. Miacellaneous surface-water data not previously publiabed -- Continued

SpecificConduct-

Tem- anteStation Dis- per- (nmcio-%o. oa Date charge ature mhosfig. 2 Stream Tributary to location Measured (cfa) "F at 25*C)

17 East Bay River East ay Lat 30'25'53", long 86*46'20", in 12-20-66 160 58 18NBt see. 8, T. 2 S., R. 25 W., near 3-21-67 153 65 20bridge on woods road, 2.2 miles up- 10- 9-67 170 72 20stream from Panther Creek and 1.5 11-14-67 166 63 15miles north of Wynnebaven Beach, 1- 3-68 318 59 - 40Okaloosa County, Fla. 2-13-68 146 52 19

19 Yellow River Blackwater Bay lat 30'45'l0', long 86*37'45", in 3- 2-67 983 56 40sec. 15, T. 3 N., R. 24 V., upstream 4-13-67 437 77 68aide of old bridge on U.S. Highway 8-10-67 314 74 6590, 0.5 mile east of Milligan, Oka- 9-20-67 335 74 68loosa County, 0.5 mile upstream from 11-15-67 621 58 57Tramel Creek.

20 Trammel Creek ellow River eat 3044'48", long 86*37'14", in 4-13-67 4.0* 68 90Wt sec. 23, T. 3 8., R. 24 W., at 5-18-67 6.0* 69 105culvert on State Highway 4, 0.9 mile 8-10-67 3.5* 69 90above Gully Branch and 1.0 mile:east 9-20-67 5.0* 72 78of Milligan, Okaloosa County, Fla.

24 Shoal giver Yellov River Lat 30'47'45", long 86"18'25", in 1-20-67 191 58 40SW sec. 36, T. 4 N., R. 21 W., near 3- 3-67 135 55 16center of bridge on State Highway 4-13-67 91.4 65 20285, about 200 ft downstream from 5-19-67 51.6 67 26Machine Branch and 3.9 miles north 11- 3-67 793 56 27of Mossy Head, Walton County, Fla. 12-14-67 457 61 21

27 Pond Creek Shoal River Lat 30'50'02", long 86'25'43", in 12-21-66 54.5 49 22NEk sec. 22, T. 4 N., R. 22 W., at 3-20-67 60.4 61 25bridge on county road, 0.2 mile 6- 7-67 35.2 72 30downstrean from Juniper Creek and 9- 6-67 53.7 72 242.6 miles north of Dorcas, Okaloosa 11-16-67 85.2 52 22County. Fla. 1- 4-68 224 59 26

2-14-68 71.6 50 25

29 Titi Creek Shoal River Lat 30*42'05", long 86*29'28", in 12-19-66 94.3 54 10Wt sec. 6, T. 2 N., R. 22 W., at 3-21-67 106 65 16

bridge on woods road, 0.3 mile down- 6- 5-67 106 67 25stream from Long Creek and 5.5 miles 10-18-67 145 67 22southeast of Crestview, Okaloosa 11-14-67 141 59 13County, Fla. 1- 3-68 181 61 18

2-13-68 136 50 15

30 Shoal River Yellow River Lat 30*41'50' ,

long 86'34'15", in 1-19-67 844 56 14sec. 5, T. 2 N., R. 23 W., at bridge 3- 2-67 742 65 22on State Highway 85. 3.5 miles down- 4-13-67 492 67 25stream from Titi Creek and 4.5 miles 8-10-67 369 70 19south of Crestview, Okaloosa County, 9-20-67 504 72 19Fla. 11-14-67 845 59 17

31 Turkey Creek Shoal River Ltn 30*40'50", long 86"34'30", in 3-23-67 19.6 57 9Wkl sec. 17, T. 2 N., R. 23 W., atculvert on graded road, 1.3 milesabove Shoal River and 5.3 milessouth of Crestview, OkaloosaCounty, Fla.

32 Gopher Creek Shoal River Lat 30'60'54" long 86"36'20", in 3-23-67 4.55 59 10NWk sec. 13, T. 2 N., R. 24 W., atculvert on graded road, 1.2 milesabove Shoal River and 5.0 milessoutheast of Hilligan, OkaloosaCounty, Fla.

33 Carspring Yellow River Lat 30*40'30", long 86'39'00", in 3-23-67 4.19 61 17Branch NW sec. 16, T. 2 N., R. 24 V., at

culvert on graded road, 0.4 mileabove YelIto River and 4.8 milesacutheast of Galliver, OkaloosaCounty, Fla.

34 Turkey Yellon River lat 30*40'17", long 86*39'42", in 3-23-67 30.4 59 12Gobbler Creek SEI sec. 17, T. 2 N., R. 24 W., at

bridge on graded road, 0.6 mileabove Yellow giver and 4.6 milessoutheast of Galliver, OkaloonCounty, Fla.

*EstimatedDischarge

INFORMATION CIRCUALRNO. 67 9

Table 2. Miscellaneous surface-water data not previously published -- Continued

SpecificConduct-

Tem- anceStation Dis- per- (micro-No. on Date charge ature mhosFig. 2 Stream Tributary to Location Measured (cfs) 'F at 25*C)

35 Wilkinson Yellow River Lat 30*41'23", long 86"40'41", in 3-23-67 7.85 63 11Creek NEt sec. 7, T. 2 N., R. 24 W., at

bridge on graded road, 0.4 milesabove Yellow River and 2.9 milessoutheast of Galliver, OkaloosaCounty, Fla.

36 Middle Creek Yellow River Lat 80'39'50", long 86'40'35", in 3-23-67 18.0 59 16lWt see. 20, T. 2 N., R. 24 W., at

bridge on graded road, 0.6 mileabove Yellow River and 4.5 milessoutheast of Galliver, OkaloosaCounty, Fla.

37 Malone Creek Yellow River Lat 30°89'36", long 86'41'57", in 3-23-67 20.9 63 12SEe sec. 24, T. 2 N., R. 25 W., atbridg6 on graded road, 1.2 milesabove Yellow River and 4.9 milessouth of Galliver, Okaloosa County,Fla.

38 Metts Creek Yellow River Lat 30"39'20", long 86'48'47", in 3-23-67 16.8 63 14SEk sec. 22, T. 2 N., R. 25 W., atbridge on graded road, 1.3 milesabove Yellow River and 4.1 milessouth of Holt, Okaloosa County,Fla.

41 Boggy Hollow Blackwater River Lat 30°58'56", long 86*43'06", in 6- 2-66 2.31 70 18Creek NWt sec. 35, T. 6 N., R. 25 W., at

bridge on State Highway 180, 5.2miles west of Good Hope, OkaloosaCounty, Fla.

43 Blackwater Blackwater Bay Lat 30"50'00", long 86*44'05", in 8- 8-67 86.1 74 16River SWD sec. 22, T. 4 N., R. 25 W., at 9-19-67 107 70 17

bridge on State Highway 4, 0.3 mile 11- 2-67 1070 61 31downstream from Red Wash Branch and 12-13-67' 626 56 293.8 miles northwest of Baker,Okaloosa County, Fla.

10 BUREAU OF GEOLOGY

mon B ma w g aw Raw Nmw mow

a - -47;

Figure 2. Map of Okaloosa County and adjacent areas showing location of surface-waterand rainfall data colection sites.

Tomoo

G&L orIO

INFORMATION CIRCUALR NO. 67 11

Table 3. Records of rainfall in Okaloosa County and adjacent areas.

Rainfall in inches.

Year J F M A M J J A S O N D

Department of Transportation Prison Camp near Niceville, Fla.(30034'N.86032'W.)

1966 8.76 3.00 1.80 4.20

1967 4.44 5.76 0.72 3.60 2.52 6.28 5.00 10.03 4.00 10.08 3.02 11.01

1968 M.R. M.R. 2.64 2.64 2.16 2.64

William's farm near Dorcas, Fla. (30050'N.86

026'W.)

1966 3.68 3.73 5.13

1967 5.73 4.67 1.00 1.43 2.86 5.90 5.17 10.25 3.52 10.25 0.74 6.87

1968 2.73 2.41 3.18 1.77 5.33 2.46

Eglin Auxiliary Field 5 (30035'N.86

036'W.)

1966 1.76 3.44

1967 4.41 5.06 0.80 2.00 1.43 6.44 4.97 11.55 4.55 9.88 2.10 8.95

1968 1.40 1.05 3.05 0.75 0.95 2.85

Reeves' residence on Lake Jackson near Paxton, Fla.(30°59'N.85

020'W.)

1966 2.40 6.72 2.76

1967 6.00 5.16 1.20 0.72 1.44 2.16 5.52 7.92 3.12 11.52 0.84 8.04

1968 1.92 1.44 3.48 1.44 2.28 1.80

M.R. Missing Record.

Table 4. RECORD OF WELLS IN OKAL~OOA COUNTY AND ADJACENT AREAS,

WELL NUMBERS See figure I for explanation of well-numbering system, WATER USEi A, air conditioningi H, domestici I, irrigation; N, industrlaliREPORT WELL REFERENCE NUMBERI Reference numbers are used to identify wills P, public supply; U, unused.

in data and interpretive reports, AQUIFER(S)i IF, Floridan; 4M, shallow artesian; 1S, sand-and-gravel,OWNERSHIPF C, county; F, federal government; M, city; N, corporation or ALTITUDE OF LAND-SURFACI DATUMI Tn the nearest foot,

companyl P, private; B, state agency. WATER LEVELI To the nearast foot, Plus values above land-surface datum.WELL FINISHI 8, screen; T, sand point; W, shored; X, open hole. CHEMICAL ANALYSIS AVAILABLE) C, completea J, conductance and chloride; K,METHOD DRILLEDI 8, boredi C, cable; D, dug; H, hydraulic rotary; J, Jetted; conductance; L, chloride; M, multiple--complete and one or more parttals

V, driven; 2, air reverie circulation rotary. P, partial,TYPE LIFTI C, centrifugall J, Jets L, multiple-centrifugall M, multiple- LOG DATA) E, resiativity and/or spontaneous potentiall F, fluid resisatvity;

turbinal N, nonel P, piatonl S, submergiblel T, turbine, 0, gamma ray; L, geologists and/or eamples available; T, temperature,

NUMER to DATA

OKALOOSA COUNTY

FLORIDAN AQUIFER

302254N0862514.1 1 P 1955 600 -- -- X H T P IF 10* -- - * " *" 7-68 - 16 38 66 451 C - --302304N0862817.1 3 P 1958 653 434 4 X H C P 1F 10* -- *- 75 . ** - * .. .. ..-- . . L302340N0862942.1 4 C 1964 657 440 -- X Z T P IF 30* - -- 536 19 -- 7-68 -- 4.0 50 3 555 C -- -302325N0863329.1 8 F -- 750 -- 6 X H S H IF 10* 5 -- 100 60 -- 6-67 0.0 12 72 27 645 C -- -302338N0863526.1 12 S 1951 696 474 5 X C N U 1I 12 48 1-67 90 14 -- - --* -- -- -- -* E,L

302346N0863524.1 14 C 1962 850 460 10 X H S P IF 5 10 2-62 325 255 24 2-66 0.02 4.4 69 24 620 C 77 -302347N0863604.1 15 C 1955 746 555 10 X - T P 1F 5* - - 250 90 24 -- -- -- - - - - - L302352N0863757.1 16 C 1967 874 535 12 X Z T P 1F 8* 32 9-67 305 264 4 -- - - - -- - -- ,G,L302351N0863829..1 17 F 1958 880 731 6 X - - H 1F 5* - -- 50 -- -- 6-67 0.03 60 58 20 505 C - -302348N0863900.1 18 F 1960 750 550 6 X H S P IF 10* 2 -- 100 60 20 10-60 0.05 6.4 60 24 566 C 78 -

302357N0864151.1 19 F 1946 834 592 6 X C T P IF 12 +15 6-46 310 81 -- 10-49 0.09 13 84 32 657 C 72 L302342N0864248,1 20 F 1959 802 648 6 X H - P IF 12* - -- 150 -- -- 10-60 0.19 17 120 32 778 C 78 -302334N0864448.1 21 F 1960 850 669 6 X H - H 1F 10* - - 100 34 -- 6-67 0,31 0 139 23 920 C 78 -302427N0862934,1 22 P 1955 630 614 3 X H J I IF 5* 1 4-67 - -- -- 4-67 - -- - -- 550 K -- -302411N0863649,1 23 M - .- .- -. X - T P IF 10* - - -- *- - - ** . . -. .

* Interpolated from USGS 15 minute series topographic map.

Table 4. RECORD OF WELLS IN OKALOOSA COUNTY AND ADJACENT AREAS - Continued

WELL LAOGNUMBER 9 r- , DATA

OKALOOSA COUNTY -- Continued

FLORIDAN AQUIFER -- Continued

302418N0863640.1 24 M -- 613 467 6 X - N U IF 17 92 7-66 -- -- --- --- - - --- --- E,F,G302419N0863626.1 25 C 1936 800 500 6 X - N U IF 16 446 8-36 -- -- 11-46 - - - - - - 78 *--

302419N0863639.1 26 M 1950 735 510 12 X H T P 17 17 +10 11-50 500 100 -- 7-66 0.10 7.6 140 58 855 C 81 L

302440N0863945.1 27 M 1958 787 570 10 X H T P F1 23 -- 2-68 300 51 - 7-66 -- - 61 25 572 P -- L

302442N0863940.1 28 M 1964 764 595 -- X Z T P 1F 20* 61 2-68 517 29 - 2-66 0.01 4.4 57 18 550 C 77 --

302458N0864206.1 32 F 1942 805 550 10 X - - P I1 35 32 10-47 500 - - 5-57 0.06 4.0 76 21 607 C 70 --

302431N0864403.1 34 P 1960 820 -- 6 X H C H IF 10* 6 2-68 -- -- - 2-68 0.0 4.6 106 20 730 C - 0

302505N0863555.1 35 M -- 803 510 24 X Z T P 1F 8* 39 7-66 760 174 -- -- --

302507N0863639.1 36 M 1954 839 494 16 X H T P 17 7 10 12-54 620 - 1154 0.10 20 58 36 -- P -- L

302535N0863617.1 37 P 1958 572 472 3 X H J U 1F 5* -- -- . - - 9-67 5.5 1570 19,500 6590 37,700 C - E,F,G

302536N0863618.1 39 P -- 571 467 2 X H N U 1F 5* 20 9-67 - -- - 9-67 -- 1400 13,000 6220 35,500 C -- E,F,G

302541N0863728.1 41 P 1956 640 -- -- X H SH 1F 12*" - - -- 5-67 - - 50 - 510 P 73 --

302511N0863821.1 43 M 1957 735 548 16 X Z T P 1F 38 32 1-67 627 64 - 2-66 - - - - 535 P 78 L

302513N0863840.1 44 M 1968 850 520 16 X Z T P 1F 30* 48 5-68 - - .- -- -- - -- EO,L

302553N0863830.1 45 P -- 690 410 4 X - - H 17 18* -- - - - - -- 2-67 0.00 0.0 75 28 692 C 72 --

302530N0863952.1 46 C 1962 475 -- 10 X H T P 1F 30* - . - - - 3-67 -- 4,2 50 22 400 C 75 --

302521N0864152.1 47 F 1954 807 596 12 X Z T P 1F 35* 32 2-68 275 - - 10-55 0.20 5.0 65 21 557 C 69 -

302526N0864619,1 48 F 1964 850 650 -- X H - P 1F 34* 6 - 25 3 26 7-65 0.12 0.0 118 14 820 C -- -

302516N0864754.1 49 F -- 560 -- 6 - - P 1F 29* -. 50 . .. 10-60 0.59 4.8 66 20 547 C 80 --

302604N0863356,1 51 C 1962 610 418 4 X H T P 17 19 0 -- 150 .. . . .-- - - - - - - - L

302612N0863455.1 52 P -- 550 426 4 X H J U 1F 6* - -- 30 .. .. .. -- - - - - - - - E,F

302653N0863423.1 54 C 1962 630 420 4 X H - P 1F 71 18 9-62 50 - -- -- - *.." . - .

302613N0863501.1 55 F 1944 605 -- -- X H T P 17 6 +28 2-44 750 - - 2-44 0.10 3.2 48 25 -- C

302625N0863545.1 56 C 1960 600 432 6 X H N U 17 11 -- -- 180 -- 1 - . -. . -. ""

302628N0863535.1 57 N -- 601 422 4 X I S P 1F 5* - -- 60 -- -- -- .- - - -- ",FG

* Interpolated from USGS 15 minute eeries topographic map.w

Table 4, RECOUR OF WELLS IN OKALOOSA COUN'TY AND ADJACENT AREAS -- Continued

WELL DATA

OKALOOSA COUNTY -• Continued

FLORIDAN AQUIFER ** Continued

302637N0863553.1 58 P -* 320 -- 3 X H N U 1F 11* 10 9-67 -- . ** --. - -.. .. .. . .. -,0302600N0863611.1 59 C 1958 620 453 4 X H T P IF 13* --" 200 2 -. ---- -- .. .. . .. L30260010863611,2 60 C 1960 620 455 4 X H T P IF 13* * -- 150 - - .. . .. .... L302600N0863611.3 61 C -* 620 455 4 X H T IP 1F .3* - .. .. .. .. .. .. .. .. .. . .. ..302619N0863555,1 64 N -* 570 398 X H - U 1F 12* -- - -. .. - .... .. .. .. . .. E,F,O

302631N0863644.1 65 C -- 690 -- 8 X H T P IF 15* - - -- -- -- --.. .. - . .. ..302606N0863705.1 68 C 1959 601 468 8 X H T P IF 15 -- -- 350- .-- - -- - . .. . .. ..302609N0863754.1 69 C 1961 640 473 4 X H T P IF 21 +2 4-61 123 ---- -- -- - L302652N0863718.1 70 C 1957 653 500 6 X H T P IF 40 10 10-57 100 - - - -- - - .. . .. L302711N0862514.1 71 F 1951 425 - 4 - - - P IF 12* +15 5-57 82 -- -- 7-51 0.04 9.3 5 126 286 C 68 --

302724N0863254,1 73 F 1965 606 444 16 X Z T P 1F 15* 64 8-67 495 13 24 5-67 0.00 5.6 20 50 365 C - -302733N0863217.1 74 F 1952 896 382 12 X - T P IF 8* +22 8-52 900 28 -- 2-59 0.50 6.0 26 52 401 C 72 L302748N0863251.1 75 F 1951 603 425 10 X - T P IF 52* 52 2-68 300 -- -- 11-52 0.01 8.4 13 72 316 C 70 -302743N0863301.1 76 F 1951 620 400 12 X - T P 1F 57 53 2-68 500 - -- 2-59 0.00 7.4 14 71 313 C 72 L302759N0863209.1 77 F 1957 695 450 18 X - T P 1F 60* 51 2-68 800 - -* 5-57 0.40 6.8 7 106 285 C 72

302726N0863648.1 80 M 1965 631 455 16 X H T P IF 37* 32 4-66 830 75 -- 7-66 0.20 4.0 30 216 440 C 79 E,G,L302739N0863648.1 81 M 1962 750 500 24 X Z T P IF 36 52 7-66 89. 23 -- 5-66 0.00 4.4 27 35 400 C .- L302705N0863705.1 82 C 1966 635 470 6 X H S I IF 35 -- - - " 8 - - - -. - EG,G,L302747N0863820.1 84 F 1966 858 503 10 X Z N U IF 58 55 8-66 466 8 24 7-66 0.00 -- 41 42 470 C 78 E,,L302857N0862852.1 86 F -- 540 -- 6 X - N U IF 8 +29 9-47 .. .. - - - - -. .. . .. ..

302852N0862950.1 87 F 1957 642 360 16 X - T P IF 18 40 2-68 1000 -- -- 5-57 0.02 7.0 6 119 275 C 72 -302852N0863013.1 88 F 1942 557 357 12 X C T P IF 53* 48 2-68 950 38 1 10-49 0.01 10 8 106 294 C 71 -302857N0863107.1 89 F 1958 702 404 8 X - T P IF 69 45 1-58 167 -- -- 10-60 0.28 9.6 2 112 259 C - L302808N0863238.1 91 F 1947 627 424 10 X - T P 1F 72* 45 2-68 300 -- -- 10-49 0.01 9.8 7 110 284 C 71 -30285990863258.1 92 F 1958 736 482 10 X - T P IF 70* 48 2-59 225 11 10 2-59 0.02 8.4 4 110 277 C 72 -


Table 4, RECORD OF WELLS IN OKALOOSA COUNTY AND ADJACENT AREAS -- Continued

MBER I 0 w to DATA



302804N0863510.1 93 C -- 700 -- 6 X H T P IF 42* - - - -- - -- -- . .. . . ..302804N0863510.2 94 C - 700 -- 6 X H T P 1I 42* -- -- - -- - -- -- ... .. ..302811N0863539.1 96 F 1951 582 430 6 X - T P 1F 25 38 7-68 200 4 -- 11-52 0.04 10 8 101 289 C 70 L302952N0862542.1 97 S 1964 410 -- 4 X - S P IF 22* - -- 50 - - 8-65 0.34 7.6 3 92 239 C .. --302921N0862949.1 98 F 1941 575 314 10 X - T P IF 40* 72 2-68 250 - - 10-49 0.02 10 4 131 280 C 73

302902N0863032.1 99 F 1942 652 364 12 X H T P IF 62* 64 2-68 1000 46 -- 10-49 0.01 10 3 119 269 C 72 --302903N0863019.1 100 F 1960 590 -- 6 X - T P IF 58* 79 7-66 450 -- - 10-60 0.37 8.8 6 108 273 C 72 --302910N0863015.1 101 F 1942 607 362 12 X H T P IF 52 58 2-68 1000 53 -- 10-49 0.02 11 4 122 272 C 69 *-302924N0863108.1 106 F 1954 520 -- 4 - - P IF 63* - - 5 - - 5-57 0.44 8.2 3 108 261 C 72 --302926N0863119.1 107 F 1951 582 413 8 X C T P IF 70* 76 5-67 300 16 24 8-53 0.13 11 4 110 269 C 72 --

302939N0863158.1 108 F 1960 650 436 6 X - T P IF 72* 69 5-67 60 - -- 11-60 0.27 9,2 3 110 262 C 72 --303039N0862839.1 109 M 1965 544 322 16 X H T P IF 15* - -- -- 2-66 0.30 7.2 3 112 259 C 75 L303039N0862924.1 110 M -- 485 - 8 X - N U IF 22 25 2-68 -- - -- - - - - - - - -303039N0862924.2 111 M 1948 544 314 8 X C T P IF 22 +5 7-48 350 15 -- -- -- -- -- -- - - - L303055N0862955.1 112 M -- 542 - -- X Z T P IF 52 - - 800 -- -- - - - - - .. . - L

303033N0863002.1 114 M - - * - - X - T P 1F 71* 30 2-68 415 25 -- -- - -- -- -- - ----303013N0863516,1 115 F 1942 640 524 8 X C T P 1F 87 28 10-47 250 18 -- 10-49 0.03 11 4 122 276 C 72 -303021N0863516,1 116 F 1942 591 442 10 X H T P F1 89 25 1-48 250 25 - 10-49 0.08 11 5 119 282 C 69 --303113N0862915.1 119 M 1950 465 340 10 X H T P 17 16 47 2-68 726 -- - 4-50 0.03 12 3 140 288 - -- L 0'303126N0862929.1 120 F 1939 524 370 6 X - - P IF 59 +2 4-39 127 24 -- 10-49 0.01 9.1 3 137 284 C 72 L

303136N0863946,1 122 F -- - - 4 X - P IF 130* - - 10 - - 8-65 0.05 0.4 38 26 510 C - -303211N0862929.1 123 F 1951 635 373 10 X H T N 1F 92 71 2-68 421 160 -- 8-53 0.02 8.5 4 135 285 C 70 L303241N0864617.1 125 F -- 708 -- 6 X - T P IF 185* -- -- 50 - -- 9-62 0.03 0.0 45 18 590 C 72 -303431N0862645.1 130 F 1943 585 436 10 X C T P 1F 154 -- 1-43 250 24 -- 10-49 0.02 5.0 3 93 230 C 72 --303441N0862639.1 131 F 1942 652 409 10 X H T P 17 156 93 10-47 250 28 1 10-49 0.02 5.0 3 93 230 C 72 --

* Interpolated from USGS 15 minute series topographic map.*U,</1

Table 4, KECOKD OF WEELL IN OKAL)OGA COUNTY AND ADJACENT AREAS . ConCtnu ed

WELL LoG

OKALOOSA COUNTY -" Continued


303512N0863751,1 134 F 1942 710 524 10 X H N U IF 178 100 10-47 250 2 - 10-49 0.02 10 3 123 260 C 72 e,G303517N0863801,1 135 F 1942 680 528 10 X C T P IF 212 100 1-48 250 80 - 10-49 0.02 12 4 123 270 C 72 -=303733N0864410,1 138 F 1942 730 527 10 X - T P IF 160 49 10-47 250 5 - 10-49 0.17 8.0 36 74 466 C 72 --303745N0864421.1 140 F 1942 690 527 10 X H T P 1F 135 48 1-48 250 4 - 10-49 0.01 6.4 35 70 458 C 72 --303820N0862418,1 141 F -- 530 - 4 X - - H 11 230* - -.. . - - 5-67 0.23 3.6 4 83 210 C - --

303849N0863141.1 143 F -- 609 456 10 X H T P IF 197 99 10-47 250 20 -- 10-49 0.02 9.8 3 138 270 C 72 --303854N0863149.1 144 F 1943 795 510 10 X C T P 1F 221 140 9-48 250 80 -- 10-49 0.02 14 4 148 293 C 71--304040N0863415.1 149 F -- 430 320 6 X - - H 1F 120* -- -.. . .. 5-67 0.12 7.2 4 106 248 C - -

304050N0863453,1 151 F -- 424 -- 4 X - - H 1F 105* - .. 10 - -- 2-59 0.30 8.4 4 102 232 C - --30413290864052.1 152 P 1954 447 350 3 X H N H F1 52 +19 7-66 - -- - 1-68 -- 5.6 11 59 327 C 74 -

304245N0864505.1 154 M 1967 645 540 6 X H T P IF 195* 123 -67 204 14 - 1-68 0.00 6.0 10 74 316 C - --3044120863710.1 159 P -- 493 -- 4 X H J H 1F 103* -- . - -. 7-67 -- 8.0 3 128 260 C 74 -304518N0863340.1 161 M 1966 642 423 16 X Z T P 1F 215* 131 12-66 650 12 12 12-66 0.00 8.8 4 104 209 C 73 E,L304537N0863406.1 162 M 1949 604 438 10 X C T P 1F 227 126 7-49 432 18 -- 1-68 0.00 8,7 3 112 233 C 75 --304541N0863407.1 163 M 1955 920 440 10 - H T P F1 264 127 -55 -- - -- 1-68 0.00 8.2 3 110 232 C 77 L

304510N0863824.1 164 P 1965 396 320 2 X H J H F1 90* - - -- . - 8-67 0.20 - 42 88 405 P 71 -304801N0864031.1 167 M -- -- -- 6 X H T P 1F 221* - - 125 - - 5-68 0.00 4.0 25 54 397 'C 63 -30554390862519.1 175 P 1967 724 524 4 X H S H 1F 280* 100 5-67 - .- -. 5-67 -- - -- 260 K --305530N0863227.1 179 P 1966 500 400 4 X H S I 1F 179* 20 5-67 - -- - 1-68 0.00 8.0 3 102 202 C 63305537N0864120.1 182 P 1968 500 280 4 X H S H F1 170 46 7-68 20 - -- 7-68 -- 8.0 6 129 292 C --

305615N0862848.1 183 S 1959 425 415 4 X H S H IF 290* 113 4-67 -- - -- 1-68 0.01 10 3 110 218 C 59 -305637N0863114.1 185 P 1966 650 400 4 X - 8 H 1F 232* -- - ---- -- 4-67 -- - -- -- 250 K 72 -305754N0862739.1 187 M 1961 607 428 6 X H T P 1F 279 88 11-61 167 62 4 11-61' 0.27 9.5 7 104 - C - L305743N0863848.1 188 C -- 625 -- -- X H S P 1F 215* -- - - - -- 7-68 -- 5.6 2 121 255 C - -305712H0864034.1 189 S 1957 565 360 4 X H S H 17 270* 136 4-67 50 - -- 1-68 0.01 8.0 3 146 268 C 59 --305730N0864156.1 190 P 1962 520 410 3 X B J H 17 185* -- - - -- -- 8-67 0.52 -- - 100 200 P 69 -


Table 4. RECORD OF WELLS IN OKALOOSA COUNTY AND ADJACENT AREAS -- Continued

WELL LOGNUMBER 4 DATAa I I ... M

SANTA ROSA COUNTY

FLORIDAN AQUIFER

302329N0864809.1 1 F 1961 1088 708 6 S Z T P IF 5* -- - 402 314 -- 1-61 0.06 15 256 34 1280 C 70 '--302330N0864820.1 2 F 1957 756 689 16 X H N U IF 8 +15 5-66 450 - - 8-60 0.13 1.4 288 42 1360 C 85 E,L302305N0865021.1 3 F 1964 930 720 4 X H L P IF 5* +11 5-64 50 10 5 6-67 0.43 0.0 142 18 840 C -- .

SAND-AND-GRAVEL AQUIFER

302308N0865051.1 4 F 1960 28 -- 4 S - - P 1 10* -- -- 10 - -- 7-65 1.5 0.4 9 8 52 C ---

302308N0865051.2 5 F 1958 42 -- 2 S - - P IS 10* - - 3 -- 7-65 0.65 0.4 6 14 52 C -- .302654N0865359.1 6 F -- 40 - 2 S - - P IS 12* . .. 7-59 0.02 0.5 4 2 20 C - -302654N0865359.2 7 F 1963 123 118 4 S H S H 1i 12* - - 25 - - 8-65 0.38 0.4 4 4 18 C - -30311680865410.1 8 F 1962 172 112 6 S H S H is 137* 90 9-62 25 1 - 8-65 0.05 0,8 2 2 13 C - -.

303116N0865410.2 9 F -- 165 -- 2 - - - U 1 137* -- - -- 2-59 0.37 0.2 3 2 15 C .- -

303209N0864837.1 10 F 1942 197 140 8 S H T P 18 135 84 10-47 250 9 -- 10-49 0.04 1.6 5 6 25 C 69 --303216N0864830.1 11 F 1942 209 169 6 S - T P 1 132 109 - 250 60 - 10-49 0.01 1.9 4 5 20 0 72 L303504N0865148.1 12 F -- 100 -- 4 S - S P 1S 28* -- - 50 -- 8-65 0.45 4.0 2 2 23 0C - -

WALTON COUNTY

FICRIDAN AQUIFER

30182780860534.2 2 P 1965 -- -- 2 X H - H 1F 11* - -- -- - -- 4-65 -- 0.0 20 192 520 C -- -30194510860928.1 3 S -- 460 406 3 X H C P IF 5* -- -- -- - - 7-68 -- 19 182 210 902 C -- E,G301946N0860957.1 4 M 1939 615 188 6 X - N P IF 7 +13 4-61 360 - - 7-61 .- - 250 -- - L 77 -302058N0861432.1 5 P 1965 -- -- 4 X H S P F 12* 7 6-68 .- -- - 6-68 -- 0.0 16 132 276 C 74 --302117N0860528.1 6 S 1963 400 189 4 X H c H IF 28* 18 5-63 - - - 5-63 0.3 8.4 35 128 342 C 72 ..

* Interpolated from USGS 15 minute series topographic map,

^3

1-400

Table 4. RECORD OF WELLS IN OKAWOOA COUNTY AND ADJACENT AREAS - Continued

NUBER , DT , ,

WALTON COUNTY -- Continued


302102N0861424.1 7 P 1963 368 270 4 X H H IF 1 1* 14 7-63 20 -- 7-63 0.01 0.0 34 140 320 C -- -302111N0861434.1 8 P 1961 330 90 4 X H J H 1F 10* +1 6-58 - -- 5-63 - *- -- -- 304 P 72 --302214N0860652.1 9 P -" 450 -- 8 X C - H 1F 11 +16 3-36 -- -- 6-68 -- 17 215 135 902 C 74 --302229N0861544.1 10 P -- 821 252 3 X - - H F1 14 0 4-61 * -- - 7-68 -- 67 362 178 1480 C - --302231N0862143.1 11 P 1965 420 350 4 X H 8 1F 12* 9 6-65 -- -- -7-68 -- 18 10 116 300 C 77 --

302357N0861007.1 12 s -- -- - 3 X - - 1 1F 5 +14 9-61 50 -- 5-63 -- * -- - 1920 P 76 --303049N0862032.1 13 F -- 380 -- 4 X - - H 1F 99* -- - 15 - - 8-65 0.37 8.4 2 95 230 C - --303103N0862010.1 17 F - 475 -- 6 X - T P 1 92* -- -- 30 - -- 8-60 0.17 7.5 1 107 237 C -- -303103N0862010.2 18 F -- 382 305 6 X H S P 1F 92* 56 -- 100 4 -- 8-65 0.06 8.8 5 104 220 C -- -303443N0861939.1 19 F - 452 -- 6 X - T P F 178* 137 - 150 4 -- 8-60 0.05 7.7 6 105 232 C - --

304044N0862116.1 28 F 1942 630 323 10 X H T P F1 231 -- * 250 10 -- 10-49 0.01 11 3 125 246 C 71 --304055N0862114.1 29 F 1942 625 327 10 X C T P IF 238* - -- 245 80 -- 10-49 0,02 11 3 129 251 C 72 --304358N0861208.1 32 N 1960 509 323 10 X H T H IF 274 144 4-61 - -- - 7-68 -- 8.0 7 78 180 C 72 -304643N0861830.1 37 P 1965 420 200 4 X H S H IF 232* -- - - - -- 7-68 -- 8.0 4 126 238 C -- -304953N0862053.1 39 N 1964 227 -- 4 X H 8 H 17 192* - - - -- -- 8-67 0.05 -- -- . 275 P 70 -

305110N0861648.1 41 P -- 415 285 4 X H J H 1F 255* 100 - -- - -- 7-68 -- 8.0 4 103 210 C -- -305336N0862154.1 42 P 1960 320 -- 4 X H 8 H 17 232* 65 -60 - -- - 7-68 -- 10 3 114 220 C 76 -305804N0861809.1 46 8 -- 350 230 4 X K 8 P 1F 325* 111 6-68 50 - - 7-68 -- 4.0 3 110 210 C -- -



I I

OKALOOSA COUNTY - Continued


302303N0862650.1 2 F 1954 26 -- 4 S - J P 1S 10* - -- 10 - -. 11-60 4.3 2.0 12 8 65 0C --302317N0863130.1 5 F 1951 25 - 4 8 - C P IS 5* - 40 - - 6-56 0.47 17 35 70 249 C 78 -302317N0863130,2 6 F 1961 25 - 2 S - 0 P 18 5* - - 10 - 8-65 0.96 7.0 21 78 219 C302319N0863222.1 7 F - 23 -- 2 S - C H 18 10* 5 - - 7-65 0.20 5.6 14 60 160 C -- -302328N0863332.1 9 F 1944 29 -- 4 S - S P 19 10* -- - 27 - -- 2-59 0.08. 8.9 35 54 217 C - --

302328N0863332.2 10 F 1944 28 - 2 - - C P S1 10* - - 18 - - 8-65 0.02 6.4 15 48 147 C - --302334N0863441.1 11 F 1941 25 - 2 - - C P 18 10* - -- 8 -- 8-65 0.10 16 18 45 159 C -- --302343N0863548.1 13 F - 24 - 2 S - JH S 10* - 5 - 7-65 0.02 6,4 8 50 120 74 --

302439N0864005.1 29 P 1967 25 20 1 T B C I 18 20* - - - - - 7-67 1.4 -- -- -- 110 P 73 -302443N0864002.1 30 P - - - - T B C I I 15* -- - -- - 7-67 1.8 - - -- 55 P 71 --

302446N0864004.1 31 P 1967 - -- -- T B C I 1 20* - - - - - 7-67 0.27 - - -- 110 P 75 --302431N0864359.1 33 P 1967 40 37 1 T B C H 1 11** - - - -- - 7-67 1.9 -- 15 - - P 73 --302536N0863606.1 38 P -- - -- --- B C I 18 5* -- - - - - 7-67 1.0 -- - -- - P - -.

302536N0863618.2 40 P 1967 30 -- 1 T B J A 1S 5* -- -- - - - 7-67 5.8 35 280 115 1180 C - -302559N0863702.1 42 P 1961 25 21 1 T B C I 1 12* - - - - - 7-67 0.75 - 25 -- 175 P 74 --

30251880864738.1 50 F -- 60 - 3 S - - P 18 30* - - 20 - - 10-66 3.7 4.8 4 6 41 0 70 -30262910863422.1 53 P 1967 46 43 1 T B C H 18 15* - - - - - 7-67 0.51 -- 7 - - P -. - P302608N0863613,1 62 P 1958 23 20 1 T B C I 1 12* -- - - - - 7-67 0.80 - -- - 350 P 71 --30260810863615.1 63 P 1967 25 22 1 T B C I 18 12* - - - - 7-67 0.30 -- - - 150 P 71 --302633N0863641.1 66 P 1967 20 15 1 T B C I 1S 15* - - -- - - 7-67 0.20 -- 25 - 150 P 70 -

302635N0863645.1 67 P 1957 35 25 1 T B C I 18 15* -- - -- - - 7-67 0.10 - - - - P - -.

302727N0863147.1 72 F -- 20 -- 4 S - - P 18 1I2* -- 50 -- 5-57 0.06 2.5 7 4 37 C 72 -302709N0863442.1 78 P 1965 25 20 1 T B C I 18 5* - - - - 7-67 0.55 - 15 - -- P 70 -302709N0863442.2 79 P 1967 30 25 1 T B C H 18 5* - - -- -- - 7-67 0.15 30 350 - - C - --302711N0863837.1 83 P -- 38 33 2 T B C 1 18 45* - - -- - -- 7-67 0.04 -- - - - P - -

* Interpolated from USGS 15 minute series topographic map. -"0

Table 4. RECORD OF WELLS IN OKAIOSA COUNTY AND ADJACENT AREAS C. Continued

WILL LOo tNUNMBER - - -i [ f I DATA

OB'- I...... ..... .. ,.

OKALOOSA O~UNTY -- Continued

SAND-AND-GRAVEL AQUIFER -- Continued

302747N0863820.2 85 F 1966 38 23 2 T B N U IS 5b 5 11-66 80 -- - 7-66 0.12 * -- 29 P 71302858N0863116.1 90 F -- 72 -- 4 5 - - P 18 68* .. . 10 - - 10-60 0.45 0.4 4 3 27 C - --302810N0863541.1 95 7 -- 28 - 4 5 - - I 15 13* *. - 100 -- 11-60 0.33 8.4 15 81 340 C * --302933N0863032.1 102 F - 86 - 4 8 - J P 18 60* .. . 30 - - 10-60 0.12 0.1 1 12 36 C -- .30294210863022.1 103 F 1943 70 - 4 8 - J P 1 60* *- - 10 ** - 5-57 0.06 3.0 4 8 40 C 72 --

302914N0863113.1 104 F - 68 -- 2 S - - U 18 68* -- - -- -- - 10-60 2.1 0.8 5 7 41 C -- --

302915N0863124.1 105 F 1954 86 76 6 - C J P i 69 40 4-54 20 - 11-54 0.38 10 4 115 258 C 70 L303003N0863027.1 113 F 1956 60 -- 4 8 * J P 1 25* -- - 5 - - 10-60 0.31 0.8 3 4 29 C -- .303044N0863510.1 117 F - - - 4 - -- 18 98* 10 - 8-64 1.2 0.4 3 4 24 C - --303019N0863850.1 118 F -- - - 8 P 19 100* - -- .. .. . . .. ..- - . ....

303104N0863822.1 121 F 1953 110 100 4 8 C J P IS 125* 42 4-53 10 -- 8-65 0.11 0.4 1 4 21 C -- -303218N0863748.1 124 F -- 115 -- 4 S - - U 18 160* - - 30 - - 10-60 0.28 0.4 3 2 32 C - --303321N0863344.1 126 F 1966 26 21 4 S H N U S1 60* 8 9-66 -. -- - - ---- - - - - L303330N0863340.1 127 F 1966 91 86 4 8 H N U 18 50* 50 2-67 - .-- -. -- . ... -- -- * L303311N0864539.1 128 F -- 170 -- 4 S - - P 18 185* -- -- 10 -- . 10-60 0.43 0.0 3 1 21 C - -

303314N0864537.1 129 F -- 140 -- 2 - - - H 18 195* - - 15 - - 2-59 0.01 0.0 3 2 29 C - -303421N0863050.1 132 F 1966 20 15 4 8 H N U 18 70* 3 1-67 -- -- - .. - -- - -- -- * - L303427N0863053.1 133 F 1966 35 30 4 S H N U 1I 100* 16 9-66 -- -- -- - - - --- -- -- L303528N0863909.1 136 F 1959 151 . 6 S H J P 18 220* 93 2-66 150 - -- 10-60 0.15 0.4 1 2 18 C - -303528N0863909.2 137 F -- 130 -- 2 8 - - U 1 220* -- -- -- - - 2-59 1.9 0.0 1 2 20 0 - -

303735N0864411.1 139 F 1942 208 168 6 8 C - U 18 136 . -- - -- -. -.. .. . - - - - - L303820N0862418,2 142 F -- 60 -- 2 S - - U 18 240* -- - 180 - -- 2-59 0.00 0.0 2 5 28 C -303843N0863311.1 145 F 1963 147 142 4 8 - S H 18 220* 97 7-63 -- -- - 8-65 0.15 0.4 1 0.4 13 0 - -30384310863311.2 146 F 1958 130 -- 2 8 - - U 18 220* -- - 5 -- -. 3-59 0.43 0.0 3 2 16 C --

303827N0864418.1 147 F -- -- -- -- - J P 18 110* -- - -- - -- - -- -- -



0 j L


SAND-AND-GRAVEL AQUIFER -- Continued

303843N0864417.1 148 F 1955 135 125 4 S - N U IS 98* 53 12-55 14 - -- 10-60 0.30 0.4 2 2 22 C -- -

304040N0863415.2 150 F -- 56 -- 4 S - - U 15 120* -- . 10 - - 10-60 0.27 0.4 2 2 14 C 72 --

304237N0864534.1 153 P 1965 106 102 2 S B P H IS 186* -- - - - - 8-67 0.30 - -- 25 P 70 --

304340N0863933.1 155 F 1966 14 9 4 S H N U IS 80* 5 1-67 -- -- -- - -- - -- - L

304342N0863927.1 156 F 1966 68 63 4 S H N U 18 110* 19 1-67 - - - - - - - - - - L

304419N0863351.1 157 P 1965 99 96 2 S - J P 18 215* -- - - - - 8-67 0.10 .. .... 18 P 72 --

304421N0863354.1 158 P -- 60 56 2 S - J H IS 210*- - - -- 8-67 0.40 - -- -- 20 P 70 --

304509N0862606.1 160 P 1965 58 54 2 8 J J H S1 232*- - -- - 8-67 0.51 .. . -- 39 P 73 --

304510N0863836.1 165 P 1956 24 20 2 S B J H IS 125* 11 - - - - 8-67 1.5 - - - 42 P 71 --

304537N0864225.1 166 P 1966 86 82 2 S B J H S1 219* -- - -- - - 8-67 0.14 - - *. 43 P -- -

304958N0862554.1 168 P 1957 30 -- 2 S B J H IS 145*-- -- - - - 8-67 0.25 - -- -- 28 P 70 --

304914N0864226.1 169 P 1960 115 104 2 S B J H 18 210* -- - - -- 8-67 1.0 ... 11 46 P 71 --

305037N0864035.1 170 P 1950 97 93 2 S C P H IS 245* 90 - - - - 8-67 0.38 - . -- 22 P 69 --

305108N0863136.1 171 P 1951 52 48 2 S C J H IS 275 36 - - - - 8-67 0.52 - .. - 34 P 68 --

305204N0863651.1 172 P 1955 85 82 2 S H P H S1 133* 17 - -- - -- 8-67 0.53 -- -- 25 P 69 --

305247N0864645.1 173 P 1965 76 73 2 S B J H IS 250*- -- - - - 8-67 0.56 - -- 6 26 P 71 --

305257N0864647.1 174 P - 68 65 2 S B J H IS 260* - - - - - 8-67 0.40 - - - 44 P 71 --

305537N0862619.1 176 P 1942 37 32 2 S J J H 18 185* --- - -- 8-67 0.30 . - - 53 P 70 -

305541N0862620.1 177 P 1964 27 22 2 S J J H 18 183* --- -- - 8-67 0.50 . -- - 45 P 70 --

305531N0863044,1 178 P 1954 20 - -- - D J H IS 232* 16 8-67 - -8-67 0.09 .. ... 28 P 69 --

305521N0863810.1 180 P - -- -- - S D - H IS 221* 16 8-67 -- - - 8-67 0.24 - -- 10 65 F 68 --

305530N0863814.1 181 P 1959 100 96 2 S H J H IS 210* - * -- *8-67 6.0 - - 70 112 P 74

305633N0863122,1 184 P 1947 58 54 2 S H J H 15 214* -- -- -- -- - 8-67 0.20 . - 34 90 P 71

305601N0863812.1 186 P 1966 85 81 2 S H J H 18 170* -- -- -- -- 8-67 0.15 - - - 45 P 69 --

305757N0864153.1 191 P 1952 80 60 3 S B C H IS 182* -- - -- -- -- 8-67 5.7 - - 5 118 P 71 -

* Interpolated from USGS 15 minute series topographic map,I-*

Table 4. RECORD OF WELLS IN OKALOOSA COUNTY AND ADJACENT AREAS o. Conctnued

WALTON COUNTY ** Continued


303949N0862037.2 14 F -- 87 -- 2 S - - U 18 99* .. - 5 -- - 8-60 0.32 2.2 3 13 38 C -- -303020N0862145.1 15 F -- 65 -- 4 S - B P 1I 72* 33 -- 15 . -. 8-65 0.07 0.8 2 2 13 C *I .303144N0861922.1 16 F -- 47 -- - S - - P 1S 97* .. - 10 -- *- 8-65 0.26 0.4 2 4 16 C -. --303456N0861916.1 20 F - 60 *- 4 S H N U 18 182* -. -- -- - 7-61 2.1 0.4 1 2 35 C 72 -*303943N0861702.1 21 F 1962 165 155 4 S iH 9 H 1 242* 100 -- 30 12 -- 8-65 0.06 0.4 1 2 13 C -- --

303943N0861702.2 22 F -- 90 -- 2 S - N U IS 242* .. - 5 - -.. 2-59 0.07 0.0 5 10 62 C .* --303946N0862057.1 23 F 1953 108 99 4 - C J P is 220* 89 4-53 10 -- -. 11-60 0.22 0.8 2 4 28 C -- --303952N0862027.1 24 F 1953 104 -- 4 8 C J P iS 230* 85 -- 15 .- - 10-60 0.36 0.4 2 5 22 C -. -*304005N0862030.1 25 F -- 106 -- 4 8 - J P 18 225*.. -- 10 - -- 8-65 0.20 0.4 2 2 18 C - --304007N0862038.1 26 F 1953 110 100 4 S C J P iS 222* 71 4-53 10 -- - -. - -- -- -. ....

304023N0862038.1 27 F 1953 95 85 3 S - J P 1I 235* 76 4-53 10 -- 11-60 0.17 0.4 1 2 14 C -. --304101N0861902.1 30 F -- 58 -- 2 - - 3 P 1S 240*.. -- 10 - -- 8-65 0.10 0.4 4 40 118 C - --304126N0861952.1 31 F -- 65 -- 4 - - J P IS 200*.. -- 10 -- - 8-65 0.30 6.0 2 108 225 C - --304440N0861851.1 33 P 1963 -- - 3 X H S H IS 265*- -- - - 1-68 0.01 5.6 2 12 45 C 63 -=304443N0861829.1 34 8 -- - -- - - J H 18 270* - -- .-7-68 -- 0.0 2 0 19 C --

304435N0861912.1 35 P 1955 11 -- - W D - H iS 220* 2 8-67 -- - - 8-67 0.25 - - -- 37 P 70 --3044100862123.1 36 P 1959 72 68 2 S J - H 18 242*- -- -- - - 8-67 0.34 - - -- 21 P 71 --304734N0861117.1 38 P 1966 70 66 2 S J J H 18 230* - - - .. .. 8-67 0.12 - -- .. 23 P 72 --305105N0861439.1 40 P 1967 87 -- 2 - C J H 18 252*- -- -- --. 8-67 0.35 - - -- 29 P 71 --305408N0862150.1 43 P 1966 63 59 2 S B J H 18 240* -- - - - - 8-67 0.90 - - -- 50 P 71 --

305652N0861420.1 44 P 1927 40 -- -- D B H 18 295* 30 8-67- - - 8-67 0.21 - - - 35 P 68 -305731N0862122.1 45 P 1950 92 90 2 T - - H 18 270* -- - - - - 8-67 0.54 - - - 36 P 69 -

SHALLOW ARTESIAN AQUIFER

30182710860534.1 I P 1965 275 143 2 X H N U 4M 11* 12 3-65 10 - 3-65 -- 936 7630 2630 22,000 C 73 -



saw R4Ww an. We. now

/l i ( p ,

Jr T I I / IY I

,-

soTINT

-Jp

10,

20-

Figure 3. Map of Okaloosa County and adjacent areas showing location of inventoriedwells which tap the Floridan aquifer. Those wells used for water-level observations areindicated.


aw Raw omn . nw aaw Raw Raw

P .i -. .• .4

/ i t ; l t - - ^* o " -"-, . -, - -

as S

GOI F .8

indicated.

D.m..

Figre4.OklosaCont ad djcet res hoin lcaio o ivetoie wllwhchta te an-ndgrve auie. hoe els sd orwaerlee osevaios rindicated.O~ R


Table 5. Records of the water level in wells in Okaloosa County and adjacent areas.

Okaloosa County

302338N0863526.1. Report well reference number 12. State of Florida. Fort Walton Beach. SEJNEtSW1 sec.19, T. 2 S., R. 23 W. Drilled unused artesian vell in Floridan aquifer, diam 5 in, depth 696 ft, cased to 474.Lsd 12.0 ft above msl. HP top of casing 1.0 ft above lad. Records available: 1966-68.

Highest water level for the day, feet below lad, from the recorder graph 1966.

Day Jan. Feb. Mar. Apr. May June July Aug. Sept. Oct. Nov. Dec.

5

10

15 h68.55

20

25

eom

1967

5 h73.53 85.25 h88.73 80.3

10 76.47 84.89 91.42 88.8 h88.78 74.4

15 79.55 93.73 h92.17 e86.3 77.6

20 h48.48 82.16 h90.80 80.9 e71.1

25 83.94 h89.76 80.3

eom 85.05 h92.00 h90.45 78.3

1968

5 44.8 54.7

10 57.6 57.8 64.3

15 52.1 58.0

20 59.2 49.3

25 47.0

eom 44.5 54.6

e Estimated

h Tape measurement

302419N0863626.1. Report well reference number 25. Okaloosa County. Fort Walton Beach. SEkSEMýCW sec.13, T. 2 S., R. 24 W. Drilled public-supply artesian well in Floridan aquifer, diam 6 in, reported depth 800ft, cased to 500. Lsd 16.44 ft above ms1. MP center of corporation cock, 0.93 ft above Isd. Fluctuationcaused primarily by regional pumping. Records available 1936, 1946-1968.

Water level in feet below land surface datum.

Date Water Water Water Waterlevel le evel Date level l evel

Jan. 9, 1964 47.22 Mar. 4, 1965 39.57 Apr. 29, 1966 60.51 July 11, 1967 90.52Mar. 5 39.57 May 5 78.77 July 7 82.15 Sept. 8 83.07May 7 52.99 July 8 88.47 Sept. 14 81.49 Nov. 8 71.87July 7 79.82 Sept. 9 73.72 Nov. 1 57.61 Jan. 11, 1968 54.52Sept. 9 73.95 Nov. 5 71.39 Jan. 4, 1967 47.97 Feb. 28 55.47Nov. 5 73.27 Jan. 11, 1966 55.67 Mar. 7 44.87 May 9 85.12Jan. 6, 1965 37.37 Mar. 9 57.92 May 3 80.37 July 3 96.07


Table 5. Records of the water level In wells in Okaloosa County and adjacent areas -- Continued

302747M08h3820.1. Report well reference number 84. U. S. (Gological Survey. NI.NEFiNU. sec. 34, T. I S.,R. 24 W. Drilled test well in Floridan aquifer, diam 10 in, depth 858 ft. cased to 503. Id 57.67 ft above asl.MP top of casing, 3,00 ft above Isd. Records available: 1966-68.

Highest water level for the day. feet below lsd, from the recorder graph 1966.

DBa Jan. Feb. Mar. Apr. May June July Aug. Sept. Oct. Nov. Dec.

5 58.68 49.45

10 58.32 51.90 48.78

15 h54.55 58.73 51.03 48.40

20 54.44 51.96 e51.1 47.77

25 55.47 51.40 47.50

eom 57.94 e51.2 49.88 46.62

1967

5 46.46 e4

5.1 h58.02 59.21 59.67 60.57 57.28 60.76 56.42 55.10

10 46.20 45.82 56.74 59.21 61.86 61.54 56.10 60.60 56.47

15 45.72 59.44 60.93 61.90 60.34 57.10 60.03 56.52

20 46.00 61.30 62.05 62.62 59.32 58.49 59.47 56.14

25 45.78 e50.0 59.92 61.66 60.51 58.30 59.83 59.14 55.52

eao 50.57 57.31 60.90 60.08 61.21 57.43 60.26 57.80 56.10

1968

5 50.87 50.46 55.82

10 50.76 50.98 50.17 56.72 h64.09

15 e50.5 51.56 50.58 57.10

20 50.89 50.54 52.02

25 50.63 50.55 52.20

ean 51.20 50.58 54.23

e Estimated

h Tape measurement

30285720862852.1. Report well reference number 86. U. S. Air Force. Kindergarten Building at PostilPoint. NW1•,• SEt sec. 19, T. 1 S., R. 22 W. Drilled unused artesian well in Floridan aquifer, diam 6 in,depth 540 ft. Lsd 7.54 ft above msl. lHP top of 6 x 4 reducer 2.30 ft above lsd. Records available: 1947-68.

Water level in feet above (+) and below (-) land surface datum.

a Water Water Water Waterlevel level level level

Sepc. 3. 1947 +30.2 Nov. 16, 1950 +24.9 July 29, 1953 +15.9 Dec. 21, 1955 +13.1Oct. 28 29.1 Jan. 3, 1951 28.7 Sept. 10 19.8 Feb. 1, 1956 -15.2Feb. 11, 1948 29.2 Feb. 20 26.2 Oct. 21 20.3 Mar. 13 13.8Apr. 14 30.1 Apr. 3 27.2 Dec. 3 24.5 Apr. 25 8.7June 22 20.7 Hay 31 22.9 Jan. 12, 1954 24.9 June 12 3.6Sepct 16 24.6 July 11 22.4 Feb. 24 23.8 July 12 8.10Oct. 20 26.4 Sept. 6 19.4 Apr. 8 21.1 Sept. 4 4.76Dec. 1 28.4 Oct. 17 21.5 May 21 14.4 Oct. 9 7.7Jan. 19 1949 29.6 Dec. 6 24.2 July 8 9.7 Nov. 27 8.1Mar. 3 28.0 Jan. 30, 1952 25.4 July 29 12.6 Jan. 17, 1957 10.5Apr. 20 27.5 Mar. 19 26.7 Sept. 7 7.8 Feb. 26 9.8June 2 24.5 Apr. 20 25.8 Oct. 18 _ 11.7 Apr. 12 10.3Ily 12 26.0 June 4 20.9 Dec. 1 16.2 May 27 4.15

Sept- 14 24.5 July 16 14.8 Jan. 13, 1955 18.6 July 1 6.93Oct. 29 25.2 Ag. 22 16.9 Feb. 21 20.1 Aug. 14 1.45Dec- 14 26.6 Oct. 11 21.5 Apr. 5 16.2 Oct. 10 5.15Mar. 22, 1950 28.2 Nov. 20 22.7 Hay 18 4.90 Nov. 21 4.80May 4 26.6 F-eb. 14. 1953 25.6 .Jne 28 1.50 .an. 7, 1958 9.2l.,tI 20 23.4 Mar. 26 25.3 Aug. 16 5.55 Feb. 13 10.1Au.:- I. 22-1 May 11 22.7 Sept. 28 2.25 Mar. 27 10.60-,. 4 +24.2 .l..ne In +17.8 Nov. 7 + 6.9 May 14 + 5.6


Table 5. Records of the water level in wells in Okaloosa County and adjacent areas -- Continued

Water Water Water WaterDat e Date DateDate level Date level Date level Date level

June 26, 1958 + 2.70 Jan. 28, 1960 +11.0 Feb. 28, 1962 44.60 Mar. 5, 1964 + 34Aug. 7 5.00 Mar. 24 10.4 Apr. 19 +2.40 May 6 - 1.80Sept. 25 6.20 May 10 4.7 June 5 -9.22 July 6 - 9.40Nov. 5 7.22 July 1 4.3 Aug. 1 -7.37 Jan. 6, 1965 + 1.05Dec. 19 9.6 Aug. 1 1.6 Sept. 19 -4.75 May 5 - 5.40Feb. 6, 1959 12.9 Sept. 22 2.6 Nov. 7 -1.20 Jan. 13, 1966 - 0.62Mar. 18 12.6 Nov. 10 5.90 Jan. 9, 1963 44.00 Apr. 28 - 7.96May 7 3.60 Dec. 16 7.80 Mar. 6 44.70 July 12 -14.58June 19 6.80 Jan. 13, 1961 8.30 Apr. 25 -6.00 July 14 -15.01Aug. 21 3.20 Apr. 18 7.6 June 19 -7.04 Jan. 5, 1967 - 5.00Sept. 25 2.60 Oct. 18 0.10 Aug. 27 -5.59 May 3 -16.23Nov. 4 7.60 Nov. 29 3.0 Oct. 23 -8.56 Jan. 11, 1968 - 5.95Dec. 17 + 9.2 Jan. 10, 1962 + 0.50 Jan. 8, 1964 +1.4 May 9 -16.90

303321N0863344.1. Report well reference number 126. U. S. Geol. Survey. Rogue Creek number 2. NE-NEkSEksec. 29, T. I N., R. 23 W. Drilled water-table well in sand, diam 4-in, depth 26 ft, cased to 21, screen 21-26.Lsd approximately 50 ft above msl. MP top of 4-in casing, 3.00 ft above led. Records available: 1966-68.

Highest water level for the day, feet below Isd, from the recorder graph, 1966.


5 7.49 e7.6 e7.6

10 7.52 e7.6 e7.4

15 7.55 e7.5 e7.5

20 h7.60 e7.5 e7.5 e7.5

25 7.62 e7.5 e7.5 e7.6

eom 7.34 h7.55 e7.5 e7.3

1967

5 e7.4 e7.49 7.34 7.40 7.45 7.15 e7.6 e7.6 e7.3 7.61 e6.8 e7.2

10 e7.4 e7.08 7.35 7.41 7.49 7.46 e7.6 e7.7 e7.2 7.48 7.03 e7.2

15 7.37 e7.19 e7.36 7.09 7.51 7.54 7.67 e7.7 e7.3 7.58 7.11 e7.4

20 7.42 e7.29 e7.37 7.37 7.55 7.53 7.70 e7.6 e7.3 e7.6 7.15 e7.5

25 7.45 7.33 7.37 h7.45 7.53 e7.6 7.65 e7.6 e7.4 e7.6 7.15 e7.6

eom e7.47 7.34 7.38 7.45 7.57 e7.5 e7.7 e7.5 e7.5 e6.2 7.17 e5.6

1968

5 e6.1

10 e6.7

15 e6.8

20

25

eom -7.06

e Estimated

h Tape measurement



303330H0863340.1. Report well reference number 127. U. S. Geol. Survey. Rogue Creek number 1. NE4SEiNEtsec. 29, T. 1 N., R. 23 V. Drilled water-table well in sand diam 4-in, depth 91 ft, cased to 86, screen 86-91.Lad approximately 100 ft above asl. NP top of 4-in casing 3.00 ft above lad. Records available: 1967-68.

Highest water level for the day, feet below lad, from the recorder graph, 1967.


5 50.00 49.75 50.10 50.54 50.99 51.21 51.36 50.22 49.77

10 49.90 49.80 50.18 50.60 51.02 51.26 51.40 50.08

15 49.79 49.86 50.22 50.69 51.03 51.30 51.25 50.01

20 49.76 49.90 50.30 50.76 51.09 51.31 50.97 e50.0

25 49.72 49.95 50.38 50.83 51.12 e51.3 50.65 e50.0

eom h50.26 49.71 50.02 50.49 50.90 51.17 e51.4 50.38 49.9

1968

5 47.30 48.12 48.82 49.51

10 47.45 48.22 48.93

15 -46.70 47.60 48.35 49.05

20 46.86 47.76 48.46 49.18

25 46.96 47.90 48.58 49.29

eo 47.14 48.01 48.71 49.40

e Estimated

h Tape measurement

303441N0862639.1. Report well reference number 131. U. S. Air Force. Eglin Auxiliary Field 2. SE1

SEESEtsec. 16, T. 1 N., R. 22 W. Drilled public-supply artesian well in Floridan aquifer, diam 10 in, reported depth652 ft, cased to 409. Lsd 155.61 ft above msl. M? top of t-in tee, 0.70 ft above Isd. Fluctuation causedprimarily by regional pumping. Records available: 1947-66.


Date Water Water Water Waterlevel level level level

Sept. 8, 1964 123.55 Jan. 4, 1965 116.7 May 3, 1965 116.4 July 11, 1966 122.27Nov. 3 118.2 Mar. 3 115.3 Apr. 28, 1966 118.8 DISCONTINUED

303421W0863050.1. Report well reference number 132. U. S. Geol. Survey. Ten Mile Creek number 2.SWitSEEtl sec. 23, T. 1 N., R. 23 V. Drilled water-table well in sand, diam 4-in, depth 20 ft, cased to 15,screen 15-20. Lsd approximately 70 ft above msl. MP top of 4-in casing, 1.50 ft above lsd. Records avail-able: 1967-68.

Highest water level for the day, feet below Isd, from the recorder graph 1967.


5 2.85 2.65 3.18 3.40 2.95 e3.5 3.17 e3.0 3.02 h2.00

10 h2.70 2.24 2.73 3.26 3.57 3.35 e3.1 3.28 2.37 2.95

15 2.53 2.37 2.80 2.58 3.68 3.50 3.49 e3.4 2.52 3.14

20 2.63 2.43 2.90 3.10 3.79 3.63 3.63 e2.8 2.67 3.20

25 2.71 2.54 2.99 e3.2 3.66 e3.7 3.35 e2.9 2.80 3.29

eao 2.80 2.57 3.07 3.42 3.90 e3.4 3.14 e2.8 2.89 h3.34 J



303421N0863050.1. Report well reference number 132 -- Continued.

1968

Day Jan. Feb. Mar. Apr. Hay June July Aug. Sept. Oct. Nov. Dec.

5 2.60

10 h2.00 h2.64 2.55 h3.45

15 2.67

20 2.71

25 2.72

eom 2.62

e Estimated

h Tape measurement

303427N0863053.1. Report well reference number 133. U. S. Geol. Survey. Ten Mile Creek number 1.NEtSWINEt sec. 23, T. 1 N., R. 23 W. Drilled wateF-table well in sand, diam 4-in, depth 35 ft, cased to 30,

screen 30-35. Lad approximately 100 ft above mel. HP top of 4-in casing 2.50 ft above led. Recordsavailable: 1966-68.

Highest water level for the day, feet below led, from the recorder graph 1966.


5 18.59 18.37 e18.9

10 18.37 18.40 e18.9

15 18.37 e18.5 el9

.0

20 h16.35 18.37 e18.6 el9.1

25 18.66 18.37 e18.7 e19.2

eom 18.88 18.37 e18.8 e19.3

1967

5 e19.3 e18.2 17.45 18.36 19.14 19.70 19.84 19.59 e18.5 17.70 h17.72 el7.1

10 e19.4 e18.1 17.55 18.50 19.24 19.76 19.73 19.62 18.13 17.90 e16.9 e17.3

15 e19.2 e18.0 17.70 18.64 19.34 19.81 19.65 19.50 17.73 18.12 e16.6 el6.0

20 el9.0 e17.8 17.89 18.77 19.43 19.82 19.51 19.35 17.45 18.31 e16.6 e15.2

25 e18.7 e17.7 18.04 18.90 19.50 19.82 19.49 19.22 17.38 18.49 e16.7 e15.1

eom e18.4 e17.6 18.21 19.02 19.61 19.83 19.50 18.85 17.49 18.70 e16.9 el5.1

1968

5 e15.3 16.62 17.79 18.54 el9.0

10 e15.5 16.82 17.97 18.61 h19.16

15 15.85 17.04 18.15 18.70

20 16.05 17.24 18.31 e18.7

25 16.18 17.43 18.41 e18.8

eom 16.43 17.60 18.50 e18.9

e Estimated

h Tape measurement



30351210863751.1. Report well reference number 134. U. S. Air Force. Eglin Auxiliary Field 5.WlBtESE sec. 15, T. 1 N., R. 24 W. Drilled public-supply artesian well in Floridan aquifer, diam 10 in,

depth 710 ft, cased to 524. lad 178.03 ft above mal. MP top of concrete pump base, 0.75 ft above Isd.Fluctuation caused primarily by regional pumping. Records available: 1947-68.

Water level in feet belao land surface datum.

Date Water Date Water Date Water Date Waterevel level leve Da level

Jan. 9, 1964 128.0 Sept. 9, 1964 129.6 May 3, 1965 128.1 Jan. 11, 1966 129.8Mar. 5 126.8 Nov. 3 129.5 July 6 130.6 Mar. 9 129.3May 7 126.8 Jan. 5, 1965 128.7 Sept. 8 130.5 May 2 129.6July 7 129.8 Mar. 4 127.8 Nov. 3 130.4 RECORDER INSTALLED

SEE FOLLOWING TABLE

Highest water level for the day, below lsd, from recorder graph 1966.


5 -130.18 -131.50 -133.24 -132.68

10 -129.50 130.20 131.77 -134.70 132.96 132.36

15 129.71 130.59 131.95 133.01 132.57

20 129.79 130.81 -132.13 -132.80 132.90 132.17

25 129.74 131.21 -132.74 132.78 132.30

eoa -129.93 -131.19 -132.71 -131.87

1967

5 -131.90 -131.00 -130.44 -130.88 -132.27 -133.53 -134.40 -134.97 h-135.12 -135.10 -134.81

10 131.76 130.82 130.60 131.03 132.43 133.65 134.48 135.03 134.78 134.97 -135.11 134.15

15 131.48 130.83 130.53 131.22 132.65 133.77 134.55 -135.20 134.80 135.26 134.90 134.35

20 131.57 130.60 130.62 131.40 132.85 133.90 134.80 134.79 135.40 134.88 134.35

25 131.37 130.93 130.63 131.74 133.18 134.19 134.88 134.81 135.31 134.67 134.16

em -131.38 -130.60 -130.75 -132.04 -133.40 -134.22 -134.95 -134.97 -135.05 -134.75 -133.91

1968

5 -134.01 -133.31 -132.93 -132.96 -133.99 -135.66

10 133.61 133.09 132.69 133.04 134.38 135.91

15 133.55 133.19 133.00 133.14 134.68 137.84

20 133.61 132.96 132.80 133.35 134.98 136.53

25 133.31 133.13 132.86 133.64 -135.23 136.67

eom -133.41 -132.77 -132.86 -133.83 -135.57 -136.97

h Tape measurement



303745N0864421.1. Report well reference number 140. U. S. Air Force. Eglin Auxiliary Field 6.SWNNW-SWk sec. 34, T. 2 N., R. 25 W. Drilled public-supply artesian well in Floridan aquifer, diam 10 in,reported depth 690 ft, cased to 527. Lsd 135.07 ft above msl. MP top of ¾-in tee, 1.40 ft above lad.Fluctuation caused primarily by regional pumping. Records available: 1948-68.


Date Water Date Water Date Water Date Waterlevel level level level

Jan. 9, 1964 70.4 May 4, 1965 70.4 July 6, 1966 72.9 Sept. 6, 1967 75.1Mar. 5 69.8 July 8 71.6 Sept. 13 73.5 Nov. 8 75.5May 7 68.8 Sept. 8 71.6 Nov. 2 74.0 Jan. 9, 1968 75.2Sept. 9 70.1 Nov. 3 72.0 Jan. 4, 1967 74.0 Feb. 28 75.0Nov. 3 70.3 Jan. 11, 1966 71.6 Mar. 7 73.4 May 8 75.2Jan. 5, 1965 70.8 Mar. 9 71.4 May 2 73.5Mar. 4 70.3 May 5 71.8 July 12 74.9

303849N0863141.1. Report well reference number 143. Eglin Auxiliary Field 3. NEESEJaNE sec. 27,T. 2 N., R. 23 W. Drilled public-supply artesian well in Floridan aquifer, diam 10 in, reported depth609 ft, cased to 456. Lad 196.72 ft above s1l. MP top of ¾-in tee, 1.60 ft above lad. Fluctuation causedprimarily by regional pumping. Records available: 1947-68.


Water Water Water Waterlevel level Date level level

Jan. 9, 1964 128.4 Mar. 3, 1965 128.4 May 4, 1966 129.4 July 12, 1967 132.7Mar. 5 127.7 May 3 128.3 July 11 130.1 Sept. 5 131.4May 6 126.6 July 6 129.6 Sept. 12 131.0 Nov. 6 133.4July 6 128.4 Sept. 8 129.8 Oct. 31 131.5 Jan. 8, 1968 133.3Sept. 9 129.4 Nov. 3 131.1 Jan. 5, 1967 131.6 Feb. 28 132.1Nov. 3 129.3 Jan. 11, 1966 130.0 Mar. 6 131.0 May 7 133.0Jan. 4, 1965 129.5 Mar. 9 129.3 May 3 131.6

304132N0864052.1. Report well reference number 152. J. B. Carr. NENSWkNEt sec. 7, T. 2 N., R. 24 W.Drilled domestic artesian well in Floridan aquifer, diam 4-in to 3-in, depth 447 ft, cased to 350. Lsd 51.98ft above msl. MP top of lower flange of Dresser coupling, 0.50 ft above lad. Records available: 1966-68.

Water level in feet above land surface datum.

Date Water Water Water Date Waterlevel level level level

July 6, 1966 +18.5 Mar. 8, 1967 +16.9 Sept. 6, 1967 +16.2 Feb. 27, 1968 +15.0Nov. 2 +16.2 May 2 +16.8 Nov. 7 +15.0 May 8 +14.7Jan. 4, 1967 +15.8 July 12 +15.4 Jan. 10, 1968 +15.4

304340N0863933.1. Report well reference number 155. U. S. Geol. Survey. Baggett Creek number 2.SWANWISW sec. 28, T. 3 N., R. 24 W. Drilled water-table well in sand diam 4-in, depth 14.5 ft, cased to9.5. Lsd approximately 80 ft above msl. MP top of 4-in casing, 3.0 ft above lad. Records available:1967-68.

Highest water level for the day, feet below sld, from the recorder graph 1967.


5 h5.59 h6.13 h7.42 8.30 9.06 8.88 6.65 7.14 6.48

10 5.72 h6.68 8.63 9.10 9.22 7.38 5.91 e4.2

15 h5.01 h5.42 e5.9 h8.05 8.75 9.16 9.30 7.63 5.92 5.33

20 5.39 h5.50 e6.1 8.16 8.85 9.01 8.68 h5.81 7.77 6.07 5.35

25 5.49 h6.18 8.03 9.13 6.60 6.12 7.87 6.05 5.44

eom 8.50 9.24 6.62 6.47 5.41 6.33


Table 5. Records of the water level in vells in Okaloosa County and adjacent areas -- Continued

304340N0863933.1. Report well reference number 155 -- Continued.

1968


5 5.64

10 h3.18 5.83 h7.09

15 5.36 5.91

20 5.50 5.65

25 5.58 5.71

eon 5.65 5.74

e Estimated

h Tape measurement

304342'0863927.1. Report veil reference number 156. U. S. Geol. Survey. Baggett Creek number 1.SEgWkfSýS sec. 28, T. 3 N., R. 24 W. Drilled water-table well in sand, diam 4-in, depth 68 ft, cased to63. screen 63-68. Lod approximately 110 ft above msl. MP top of 4-in casing 3.00 ft above lsd. Recordsavailable: 1967-68.

Highest water level for the day, feet below lad, from the recorder graph 1967.

Day Jan. Feb. Mar. Apr. May June. July Aug. Sept. Oct. Nov. Dec.

5 17.50 17.45 18.12 18.85 e19.6 e20.3 e20.7 19.24 18.12 18.62 18.13

10 17.33 17.57 18.36 18.98 e19.7 e20.4 20.74 18.65 18.25 18.20 18.22

15 h!8.74 17.17 17.72 18.49 19.15 e19.8 20.48 20.75 18.13 18.39 18.02 18.05

20 18.06 17.16 17.85 18.55 e19.3 e20.0 20.57 20.80 17.94 18.53 17.97 17.81

25 17.67 17.22 17.99 18.60 e19.4 e20.1 20.60 20.55 17.92 18.71 17.98 17.74

eam 17.51 17.31 18.12 18.72 e19.5 e20.2 e20.7 19.81 17.98 18.94 18.04 17.69

1968

5 17.64 e17.6 18.02 17.74

10 17.53 e17.7 18.08 17.82 h18.38

15 e17.5 e17.8 17.95 17.88

20 e17.4 e17.9 17.79 17.97

25 e17.5 elS.0 17.72

eon e17.6 18.01 17.70

e Estimated

i Tape measurement


Table 6. Ground-water pumpage by municipal and federal facilities in OkaloosaCounty and adjacent areas.

(Facilities are in Okaloosa County, except those for Auxiliary Field 7 and Site A-15 whichare in Santa Rosa County, and that for Auxiliary Field 1 which is in Walton County.All facilities pump from the Floridan aquifer except that at Auxiliary Field 7 which

pumps from the sand-and-gravel aquifer.)

Pumpage in millions of gallons.

Year Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Total

CITY OF FORT WALTON BEACH

1964 53.70 52.83 59.25 76.01 73.50 90.77 74.21 63.34 63.21 55.68 63.96 50.76 777.221965 50.50 53.63 64.71 81.52 115.75 79.59 73.50 67.86 63.67 67.03 76.39 60.61 854.761966 58.20 52.10 73.40 80.40 81.00 94.10 95.70 80.40 81.00 67.80 60.70 55.50 880.301967 55.10 48.80 77.20 98.60 107.60 95.30 95.00 81.00 84.80 85.70 75.20 60.60 964.901968 63.50 61.90 74.60 99.00 123.00 . 139.00 135.00 114.00 126.00 116.00 83.00 65.00 1,200.00

EGLIN AIR FORCE BASE

Hain base, base housing, and range sites

1964 68.305 59.663 81.388 111.698 161.733 151.077 110.148 103.019 101.764 83.201 76.609 69.06 1,177.6651965 70.321 62.906 70.538 109.651 151.956 125.360 111.277 100.040 89.625 84.680 79.534 68.904 1,124.7921966 76.010 72.632 105.566 137.834 123.422 128.889 130.187 121.022 118.397 98.021 83.467 80.696 1,276.1431967 89.956 81.251 121.766 162.623 151.921 140.397 144.466 118.608 114.824 106.041 84.470 75.125 1,391.4481968 82.087 77.373 111.725 202.873 171.256 167.684 163.538 156.303 144.692 111.145 88.440 48.350 1,258.841

Auxiliary Field #1

1961 .062 .060 .062 .060 .062 .062 .060 .062 .060 .062 .6121962 .062 .056 .062 .060 .062 .060 .341 .093 .192 .234 .152 .113 1.4871963 .162 .189 .189 .136 1.174 .466 .487 .119 .417 .173 .275 .128 3.9151964 .988 .047 .484 .391 .563 .439 .174 .597 .984 .285 .765 .392 5.2191965 .167 .196 .193 .180 .585 .950 .417 .311 .705 .334 .393 .117 4.5481966 .422 .076 .587 .127 .208 .188 .705 .450 .300 .100 .580 .400 4.1381967 .900 1.080 .275 .432 .429 .621 .700 1.140 2.700 .211 .184 .364 9.0361968 .340 .104 .013 .104 .228 .198 .080 .070 .052 .150 .157 .255 1.751

Auxiliary Field #2

1961 .062 .060 .176 .060 .115 .062 .060 .062 .060 .062 .7791962 .062 .056 .062 .060 .464 .450 .899 .935 .942 .248 .289 .217 4.6841963 .217 .236 .132 .122 .462 .338 .266 .200 .201 .254 .193 .282 2.9031964 .251 .172 .172 .413 .430 .692 1.364 2.764 3.081 1.229 .249 .109 10.9261965 .395 .127 .113 .174 .197 .099 .086 .515 .111 .203 .102 .045 2.1671966 .191 .155 .252 .250 .176 .228 .200 .200 .100 .090 .205 .300 2.3471967 .200 .172 .694 1.216 1.613 2.200 2.000 1.790 1.200 1.020 1.226 1.169 14.5001968 1.290 .842 1.151 1.441 1.550 1.986 2.327 1.689 1.524 1.134 1.198 1.123 17.615

Auxiliary Field #3

1961 .128 .672 1.137 1.803 1.442 1.817 1.340 1.765 .651 .566 11.3211962 .621 .699 .985 1.187 2.410 1.336 1.654 1.392 1.463 2.197 1.356 1.410 16.7101963 1.635 1.383 1.514 1.876 1.543 1.823 . 2.668 2.995 2.046 1.840 2.047 1.628 22.9981964 1.291 1.377 1.726 1.707 2.374 2.776 3.332 4.626 4.058 2.825 3.601 3.286 32.9851965 3.417 2.308 2.758 2.740 2.816 2.913 2.577 2.861 3.838 2.795 2.664 1.075 32.7621966 1.450 1.440 1.560 1.590 1.950 1.900 2.100 1.890 2.200 2.200 2.000 1.900 22.1801967 1.500 1.570 3.330 2.470 2.530 2.360 2.100 3,010 2.900 2.776 2.868 2.623 30.0101968 3.240 2.830 2.860 3.190 3.630 3.390 4.260 4.270 2.770 2.900 2.430 2.440 38.210

Auxiliary Field #4

1961 2.790 2.700 1.026 .935 1.957 1.143 1.004 .854 .738 .519 13.6661962 .747 .337 .651 .664 2.035 1.950 1.795 1.075 .976 1.222 1.221 1.255 13.9281963 .594 .736 .713 .836 1.419 .523 .454 .671 .500 .620 .788 .667 8.5211964 .654 .675 .600 .857 2.019 2.190 1.273 .907 .816 .616 .735 .526 11.8681965 .685 .426 .605 1.476 2.337 1.064 .812 .600 .569 .533 .501 .477 10.0851966 .555 .854 .800 .492 .431 .785 .200 .070 .400 .100 .152 .100 4.9391967 .100 .163 .174 .190 .215 .166 .200 .250 .210 .164 .063 .033 1.9381968 .312 .051 .155 .020 .093 .117 .160 .100 .174 .084 .076 .645 1.735


Table 6. Ground-water pumpage by municipal and federal facilities in OkaloosaCounty ad adjacent areas -- continued

Year Jan Feb Mar Apr ay Jun Jul Aug Sep Oct Nov Dec Total

Auxiliary Field #5

1961 .440 3.845 3.891 3.789 6.919 1.420 1.056 .811 .809 1.017 23.971962 1.524 .470 1.240 .857 1.190 .963 .992 .992 1.913 1.488 1.385 1.411 14.3611963 1.428 .994 .383 .656 1.504 .588 .452 .407 .822 .532 1.119 .847 9.9321964 .570 1.202 .559 .575 1.201 .986 1.459 .645 .837 .733 .435 .872 10.0741965 .976 .420 .356 .228 .184 .803 .232 .801 .193 .199 .188 .172 4.7521966 .203 .619 .506 .266 .018 .318 .300 .070 1.100 .200 .085 .060 3.7451967 .3 .123 0 .59 .39 .70 .1 .65 .012 .046 .018 .016 2.9451968 .01. .015 .015 .05 .91 .092 .13 .06 .019 .011 .003 .015 1.33

Auxiliary Field #6

1961 .613 .513 .651 .630 .681 .894 .904 1.408 .934 1.354 8.5821962 1.674 1.425 .963 .906 .936 1.234 .992 .775 .755 .767 1.166 1.152 17.74519631964 1.310 1.135 1.045 1.609 2.621 2.392 2.203 2.283 2.398 2.234 2.133 1.568 22.9311965 1.575 1.327 1.598 2.188 3.910 3.125 3.201 2.480 2.578 1.578 1.501 1.155 26.2161966 1.18 .95 1.78 3.13 1.44 3.28 2.00 2.37 1.90 1.60 1.67 1.60 22.901967 1.3 1.17 2.17 2.28 3.00 2.36 2.1 1.93 1.9 2.053 1.809 1.799 23.8711968 2.11 1.77 1.93 2.38 2.72 2.64 2.51 2.68 1.398 2.243 1.740 1.677 25.798

Auxiliary Field #7

1961 .745 .675 2.940 1.957 1.605 .681 .630 .650 .630 .651 11.1641962 .651 -588 .747 1.561 1.504 1.350 1.440 1.465 1.437 1.414 1.609 1.361 15.1271963 1.799 1.329 1.314 1.274 1.302 1.154 1.856 1.710 1.840 1.478 1.708 1.762 18.5261964 1.760 1.612 1.346 1.628 1.561 1.488 1.574 1.382 1.468 1.918 1.659 1.161 18.5571965 1.083 1.495 1.623 1.395 1.457 1.259 .994 .972 1.711 1.471 1.031 .903 15.3941966 1.01 1.15 1.04 1.43 1.22 .88 .80 .79 .70 .80 .92 .80 11.541967 .6 .74 .80 .71 1.10 1.412 1.3 1.41 1.9 1.914 1.764 1.689 15.3391968 1.67 1.16 1.79 2.29 1.73 2.38 1.8 1.84 2.29 1.93 3.89 1.98 24.75

HURLBURT FIEID

Main baae

1961 9.20 9.00 14.73 19.54 22.70 18.62 20.17 15.80 13.73 18.93 13.32 10.27 186.011962 12.11 13.53 15.84 17.97 23.06 16.32 15.47 15.96 14.65 12.94 11.63 12.59 182.071963 15.19 13.34 18.46 20.95 20.08 17.97 24.41 27.44 28.32 25.02 14.51 17.28 242.971964 16.86 12.~2 15.75 15.05 35.58 37.59 25.11 19.79 23.27 16.82 15.15 13.13 246.921965 13.98 13.71 14.86 26.60 35.55 24.41 24.09 21.07 17.73 16.54 15.39 13.58 237.511966 15.13 15.14 18.50 24.46 22.63 30.28 30.38 27.68 27.07 18.74 15.83 13.69 259.531967 13.95 13.10 15.43 27.57 26.64 20.90 24.14 20.34 19.96 18.63 14.00 12.47 227.131968 13-59 14.32 18.75 25.95 31.25 29.34 29.43 24.10 26.30 21.77 15.88 14.28 264.96

Site A-15

1961 2.78 3.77 3.80 3.93 6.34 4.48 5.14 4.45 4.36 3.68 2.40 2.54 45.68L962 2.45 2.20 2.12 2.54 4.14 3.21 3.69 3.47 3.35 2.86 2.23 1.78 34.041963 1.86 1.23 2.45 2.60 3.29 3.04 2.84 2.54 2.04 2.40 1.99 2.33 28.601964 3.31 1.72 2.00 1.71 2.30 3.31 3.68 2.93 2.96 2.06 2.01 1.82 29.831965 2.06 1.84 2.09 2.87 3.27 3.04 3.21 2.70 1.74 1.54 .95 .95 26.271966 1.09 1.62 1.65 1.86 2.79 3.27 3.89 3.19 2.82 1.90 2.11 1.01 27.201967 1.09 .90 1.40 2.14 2.50 2.34 2.21 2.18 1.75 1.62 1.38 1.57 21.081968 1.6t 1.44 2.10 1.93 1.96 2.07 2.08 2.39 2.26 2.09 1.91 1.90 23.59

Table 7. Chemical Analyses and Temperatures of Ground Waters in Okaloosa County and adjacent areas

(Note: Reference numbers are used to identify wells in this report)

Chemical analyses, in milligrams per liter, except specific conductance, pH, and color

Specific Dissolved HardnessDate Refer- conduct- Toe- Nag- Po- Car- Total solids

Well of ence anoe per- Silica Cal- ne- Sodium tas- Bicar- bon- Sultate Chlo- Fluo- Ni- iron on- Col-number collea- number (micro- pH ature (8i0O) cium slum (N) sium bonate ate (804) ride ride trate (Fe) Residue Cal- Calcium, car- or

tion mhos (OF) (Ca) (MgK)() (HCO) (COa) (Cl) (F) (NO) at ou- magne- boa-at 25'C) 180'C lated -i-t ateo

OKALOOSA COUNTY

FLORIDAN AQUIFER

302254NOS62514.1 07-07-08 1 451 7.8 -- 14 12 8.3 77 4.5 210 0 16 38 0.7 0.1 -- 271 276 66 0 0302340N0862942.1 07-06-68 4 586 8.0 -- 14 5.4 3.5 110 5.6 240 0 4.0 50 1.1 .1 -- 318 313 30 0 0302325N0863320.1 12-06-60 8 628 8.5 72 12 6.4 2.4 132 7.1 240 12 4.4 71 1,4 ,0 .0.31 363 367 26 0 8d02325N0863329.1 07-12-61 8 640 8.3 72 12 4.8 3,4 130 7.2 254 2 5.2 72 1.4 .0 .11 375 363 26 0 0302325N0863329.1 09-13-62 8 625 8.1 72 12 7.2 1.9 132 6.8 252 0 4.4 70 1.4 .1 .44 358 360 26 0

302325N0863329.1 07-28-65 8 630 8.0 72 12 4.2 3.0 130 6.6 262 0 4.8 70 1.4 .1 .04 364 363 26 0 0302325N0863329.1 06-13-66 8 645 8.4 -- 13 4.4 2., 127 7.0 243 9 4.4 72 1.3 .1 .14 352 360 26 0 0302325N0863329.1 06-01-67 8 648 7.8 -- 12 4.6 3.2 135 5.9 258 0 12 72 1.1 .6 .00 363 376 27 0 5302346N0863524.1 02-02-66 14 620 7.9 77 16 4.6 3.0 130 6.5 252 0 4.4 69 1.4 .1 A.02 -- 359 24 0 10302351N0863829.1 02-04-59 17 560 8.7 -- 12 10 5.6 112 4.9 220 12 4,8 56 1.1 .0 -- 324 320 48 0 5

302351N0863629.1 08-23-60 17 582 7.9 -- 13 5.6 6.4 118 6.1 228 0 5.8 68 1.1 2.0 .00 340 335 40 0 2302361N0803829.1 08-23-60 17 864 8.2 - 14 13 1.0 102 5.9 237 0 7.2 56 1.2 .0 .02 339 329 38 0 2302351N0863829.1 07-12-61 17 584 8.5 72 13 5.6 2.9 124 6.1 218 12 7.6 62 1.1 .1 -- 349 341 26 0 4302351N0863829.1 09-13-62 17 562 8.4 72 13 4.8 3,9 120 5.8 228 4 6.8 59 1.2 .0 .01 336 330 28 0 3302381N0863829.1 07-10-63 17 833 8.0 72 12 6.4 1.5 120 5.6 240 0 7.2 60 1.0 .0 .14 308 332 22 0 5

302351N0863829.1 07-28-65 17 560 7,8 72 14 4.5 2.3 117 5.A 240 0 7.0 56 1.1 .1 .17 330 326 20 0 0302351N0863829.1 06-13-66 17 573 7.9 -- 12 5.3 2.3 116 5.8 235 0 9.2 88 1.1 .1 .34 310 326 24 0 0302351N0883829.1 06-01-67 17 505 8.1 -- 13 3.6 2.3 117 5.7 232 0 6.0 58 1,1 .0 .03 316 322 20 0 0302348N0863900.1 10-03-60 18 566 8.2 78 14 5.6 2.4 121 6.2 242 0 6.4 60 1.3 1.6 .05 346 336 24 0 6302348N0863900.1 07-12-61 18 580 8.2 72 13 6.4 3.9 120 6.0 248 0 8.4 60 1,1 1,3 .16 356 342 32 0 2

302348N0863900.1 09-13-61 18 563 8.1 72 14 4.8 2.9 128 56 240 0 52 0 1.2 .0 .04 342 340 24 0 5302348N0803900.1 07-10-63 18 558 8,1 72 11 4,8 1.0 120 5.6 240 0 5.6 60 1.0 .0 .09 314 327 16 0 5302348N0863900.1 07-28-65 18 590 8.5 72 12 3.3 2.3 122 6.0 232 8 3.6 61 1.2 .4 .14 340 334 19 0 0S302348N0863900.1 06-13-66 18 600 8.0 -- 12 3.6 2.4 123 6.3 249 0 2.4 64 1.2 .1 .22 328 338 19 0 0302348N0863900.1 06-01-67 18 615 7.7 -- 12 3.9 2.6 128 6.0 254 0 4.0 69 1.5 ,0 .48 362 353 22 0 5

A In solution when analyzod.

00

Table 7, Cbh)oeal Analymom ad Tmaperatures of Oromud Water ton Okalouos County and adjacent Iress--Contnuued

Speolloc Dileolved HardMneaDlate Rter- oonduct- Tea- Mag- Poa C- Total

WeL ot soe coa . per- I llca Cal- Ino- odium tim- ler ulfate Chlo- Pluo- NI- Iron N. Colenumber 0llo0-M number (aliro pH »lur. (5100) olu altum (Na) alum bonast ate (804) ride ride trait (Fe) Realdue Cal. Calciua, car- or

t0on ahoa ('P) (Ca) (Mg) () (HCO,) (CO0) (Cl) (F) (NO) at cu- agne- boneat 2'C) 1B'0C latmd alum ate

OKALOOSA COUNTY--Continued

FLORIDAN AQUIFER--Continued

30238710864151,1 10-07-409 1 687 81 --i . 4.1 , 139 -- 241 0 13 84 1.1 1.4 0,45 385 382 32 0302357N0884151, 08-28-80 19 868 7.7 72 18 0.l 3.7 8137 -- 228 0 18 87 .9 .32 1.3 38 8 380 31 0 3303527N0884181.1 11-03-52 19 695 7.9 89 13 58. 3.4 8140 -- 233 0 20 85 1.2 1.7 ,33 383 383 29 0 4302337N4084181,1 08-20-53 19 706 8.3 -- 12 9.1 4.2 8141 -- 224 5 28 e 1,0 1.7 2,0 407 398 40 0 8303357N08841511 11-18-84 19 638 80 . -- 13 4.0 3.8 138 -- 323 8 8.5 87 1.1 .1 .42 383 370 2 0 8

302357MN864151.1 05-13-57 19 858 8.1 72 14 8. 3.4 132 6.8 230 0 13 84 1,2 1.1 .32 377 374 27 0 330235870884181,1 02-03-65 18 882 8.1 -- 14 6.4 2.7 138 5, 231 0 20 87 .8 21 .04 373 395 37 0 430233570864181.1 08-23-60 19 640 8.5 - 13 8.8 2.4 117 .64 322 6.7 88 1,1 .0 .02 363 386 32 0 330238570884181,1 07-17-61 19 847 8.1 72 12 5.6 2.0 128 6.4 228 0 8.0 84 1.1 1.8 .i1 370 32 32 0 030233570864151.1 09-10-86 19 631 8.6 73 13 5.6 2. 141 6.8 220 8 6.4 8 1.2 .4 . 01 422 284 2 0 0

302357N0864151.1 07-11-63 19 625 7.7 72 13 4.0 2,8 133 6,3 238 0 7.6 85 1,1 .9 .05 384 368 22 0 830233870864181.1 07-28-65 19 640 7.9 72 13 4.4 3.7 133 8,4 232 0 8.0 88 1.0 .1 .23 378 368 22 0 0302387N080415181 06-13-60 19 683 7.8 -- .0 1 . 31 6.6 230 0 7.2 87 1.0 ,1 ,10 350 38 223 0 030238750864151.1 06-01-67 19 670 8,1 - 12 7 130 6.4 348 0 8.0 88 2.5 .0 .32 383 383 42 0 0302342)0864248,1 10.03-60 20 778 .8.4 78 11 5.6 4.4 164 7:4 222 8 17 120 1.1 .0 .19 448 448 32 0 18

30234320864348.1 07-12-61 20 787 8,1 72 12 8.0 3.4 159 7.0 333 0 18 122 1.1 .0 .22 439 448 34 0 0302342N0864248,1 09-13-63 20 77 8.1 72 13 7.2 .9 155 6.9 22338 0 16 123 1.1 .2 ,11 436 437 30 0 530234210864248,1 07-10-63 20 732 7.9 72 11 4.0 4.9 168 .,5 234 0 15 130 .9 .0 .17 434 485 30 0 8302342N0864348.1 07-28-65 20 808 7,8 72 13 .0 3,1 160 .5 2326 0 18 128 1,1 .0 .09 437 445 26 0 03023421084248.1 06-13-6 20 800 8.4 -- 13 5.0 3.3 168 07 218 6 16 128 1.0 1 .08 440 440 29 0 0

302342N0864248.1 06-01-67 20 780 7,. - 12 5.5 3.8 158 6.9 232 0 17 128 1.0 .0 10 445 449 32 0 0302334N10864448.1 10-03-60 1 729 7., 78 8.0 6.4 1.9 182 7.1 233 0 10 110 1.4 2.1 .98 411 414 24 0 3030233410884448,1 07-13-61 21 783 8.2 72 19 7.2 9.9 181 6.8 240 0 6.8 114 1.2 .0 .11 424 420 30 0 830233340804448,1 09-13-68 21 . 737 8.1 72 11 5.6 1.9 182 6.8 230 0 2.8 114 1.3 2.1 .10 412 410 92 0 5302334N0864448.1 07-10-63 21 703 7.8 72 12 4.0 7.8 145 6.5 238 0 7.2 118 1.0 .0 .10 402 416 42 0 10

30233410864448.1 07-28-65 21 970 7.9 72 11 3.8 3.2 201 8.0 328 0 .4 140 23. .0 ,28 493 831 20 0 030233410864448.1 06-13-60 21 770 8.0 - 11 4.2 2.4 183 7.5 249 0 .2 118 1. .1 .18 414 433 22 0 0302334)0864448.1 06-01-07 21 920 8.3 - 12 3.7 3.0 198 9.8 308 4 .0 139 1.0 9 .31 327 523 23 0 030241910863639.,1 07-26-66 26 855 8.0 81 14 9.0 7.8 101 7.4 322 0 7.6 140 1.2 .0 .10 - 472 58 0 8302440N1086394.1 07-20-66 27 572 8.2 80 - -- - -- - 332 0 -- 81 -- -a - - - 235 0 --

B Calculated )a plusu , reported a NMa.

Table 7. Chemical Analyses and Temperatures of Ground Waters in Okaloosa County and adjacent area--Continued

Specific Dissolved HardneasDate Refer- conduct- Tem- Mag. Po- Car. Total ol

Well of enoe ance per- Silica Cal- ne- Sodium ta - Bcar bon. Sulfate Chlo- Pluo- N- iron Non- Col-number collec- nuaber (micro- pH ature (Si0) oaim sIum (Na) Slum bonatOe te (804) ride ride trate (Fe) Residue Cal- Calcium car- or

tion ahoa (F) (Ca) (Mg) (M) (9CO0) (CO,) (Cl) (F) (NO,) at ou- Mnae- bon-at 258*) .BO'C lated aoiu ateo

OIALOOSA COUNTY--Continued


30244210883940.1 02-02-66 28 550 7.6 77 14 3.4 2.2 116 5.6 228 0 4.4 57 1.2 0.7 0.01 - 317 18 0 5302458N0864206.1 05-19-50 32 613 7.8 72 14 4.3 2.6 8130 -- 232 0 5.8 75 .9 .2 .22 347 347 21 0 5302458N0884200.1 07-30-51 32 605 7.7 68 13 4.0 2.4 8131 - 232 0 8.1 75 1.1 .1 .18 339 346 20 0 4302458N06B4206.1 11-03-62 32 08 8.3 69 13 4.0 2.5 B130 - 222 4 5.4 78 1.0 .1 .07 346 344 20 0 8302488N0884208.1 08-20-53 32 622 8.4 - 12 3.7 2.9 B133 - 226 4 6.5 78 1.0 .0 .. 14 36 352 21 0 2

30245860864206.1 11-16-54 32 596 8.6 70 12 4.6 3.0 B132 - 220 6 7.0 78 1.0 .1 .09 341 382 24 0 6302458H0864206.1 08-23-87 32 607 8.3 72 14 3.6 2.9 124 6.0 234 0 4.0 76 1.1 .0 ,06 388 347 21 0 330245680864206.1 09-12-60 32 883 8.3 -- 13 4.0 2.4 128 6.1 220 4 4.4 71 .7 .1 .00 346 342 20 0 530345880864206,1 10-12-64 32 570 8.0 70 13. 6.4 1.0 123 5.8 228 0 4.8 70 1.0 .0 .00 388 346 20 0 530245850864206.1 11-22-65 32 600 8.2 70 13 3.3 2.2 132 5.2 228 0 7.6 78 1.0 .0 .07 348 355 17 0 10

30248N0864206.1 10-06-66 32 580 7.8 70 13 3.4 2.3 124 6.0 228 0 4.4 73 1.1 1.5 .05 330 341 18 0 5302458N0864206.1 11-28-67 32 620 7.9 77 15 3.8 2.3 126 6.1 230 0 4.4 79 1.0 1.4 .06 351 363 20 0 5302431N0864403.1 02-29-68 34 730 7.8 - 14 3.6 2.5 145 6.0 232 0 4.6 106 1.0 .0 - 397 398 20 0 0302535N0883817.1 09-21-67 37 37200 7.1 -- 11 1090 950 6870 138 68 0 1480 13800 .5 .1 - - 24400 6640 6590 0302838N0863617.1 09-21-67 37 37700 7.0 - 11 1070 950 6990 137 72 0 1570 13900 .5 .1 -- - 24700 6590 530 0

302831N0863618.1 09-20-67 39 35500 7.2 - 11 1020 890 6540 13b 78 0 1400 13000 .8 .1 -- - 3000 6220 6160 1030283010863952.1 02-28-67 46 530 8.2 76 11 4.4 2.3 112 5.6 236 0 4.2 50 1.2 .0 -- 306 308 22 0 0302521N0864152.1 10-25-55 47 587 7.6 68 14 4.0 2.7 8119 -- 220 0 5.0 65 1.0 .1 .20 324 319 21 0 8302521N0864152.1 05-23-57 47 540 8.2 72 13 3.6 2.7 110 8.6 228 0 3.0 86 1.1 .0 .04 326 307 20 0 3302521N064152.1 08-20-58 47 533 8.3 -- 13 6.4 1.9 112 5.5 224 4 9.0 51 1,1 1.5 .06 318 315 24 0 0

302521N0864152.1 02-24-59 47 536 8.0 65 13 4.4 2.2 110 5.0 231 0 4.8 83 1.1 .2 .08 313 308 20 0 5302621N086412.1 08-33-60 47 524 8.1 -- 13 6.4 1.9 108 5.7 231 0 5.0 50 1.0 1.8 .01 320 307 24 0 43025211086412.1 09-12-60 47 531 8.3 70 13 4.8 2.4 104 8.4 226 2 6.4 51 1.0 .4 .08 304 301 22 0 5302821N064152.1 09-28-02 47 519 8.2 -- 13 4.8 1.5 117 5.9 228 0 4.4 50 .7 .1 .48 312 309 18 0 8302021N0864152.1 10-12-64 47 504 8.2 70 12 3.2 3.9 111 5.5 236 0 4.8 50 1.0 .0 .04 308 312 24 0 5302521N0864182.1 10-00-66 47 810 7.8 70 13 3.3 2.2 111 s.6 228 0 8.6 51 1.1 1.3 .07 292 306 17 0 5

B Calculated Na plus K, reported as Na.

'

Table 7, Cheialol AnlyOeS and Tup•Wraturie of Ground Waters in Olrkooea County and adjiacut areOs-.Continued

Specflot D$rolved HardnessDate Rfor- conduct- To- mg P- Car- Total Sol a

Well of enor anoe p r. Slica Cal- nI" Sodium t»r- Bicar.- Don iultate Chlo- Fluo- Ni- iron o e ion. Col-number colleo- number (aoro- pit sture (liOS) aoium aua (Na) alum bonate ait ((04) ride ride trate (Fe) Reldue Cal- CalIoum, car- or

tion isho0 (F) (Ca) (Mg) () ( (HCO) (COS) (CI) (F) (NO,) at ou- are- bon-at 14'C) 480'C Inted ium *te

OKALOOSA COUNTY-Continued

PLORIDAN AQUIFSR--Continued

303251N0864152,1 11-28-67 47 525 7,8 70 14 3,5 2.2 110 5,6 228 0 4,8 42 i,o 0.9 0.06 310 297 i1 0 0302126N0864019,1 07-28-65 48 820 7,8 72 13 2.6 2,0 180 6,0 290 0 .0 118 17. 1.3 ,12 450 462 14 0 030238260864819.1 06-01-67 48 504 7,8 -- 13 3.3 2.9 114 8,8 224 0 3.8 58 1.0 1,1 ,12 308 313 18 0 0302816N0804754,1 10-03-60 40 547 7.4 80 12 4,8 1.9 117 5.0 224 0 4.8 606 9 .8 .59 338 326 20 0 3302516N0864754,1 07-12-61 40 572 8.4 72 13 4.0 2,4 120 8,0 216 6 .4 60 .8 ,0 .05 344 325 20 0 5

30516H0864754.1 00-10-62 40 562 8.3 65 14 4,8 1.9 122 5.5 216 4 4.4 4 4 .2 0 .04 330 327 20 0 3302516N0864754.1 07-10-83 49 550 7,9 72 14 6,4 2,4 114 5.3 228 0 4.4 0 .7 .0 .13 306 325 20 0 5302516N0864754.1 07-29-68 40 560 7.8 72 13 3.3 2.0 120 5.5 224 0 5,6 64 .8 0 .14 314 324 16 0 0302516N0864754.1 06-02-67 49 580 7.9 -- 13 3.3 2.2 119 5. 226 0 4.0 6 .7 .1 .00 320 328 18 0 5302711N0862514.1 07-30-51 71 200 7.4 68 17 24 16 9.6 -- 158 0 9.3 50 .1 .1 .24 151 189 120 0 2

302711N0802514.1 11-03-52 71 271 7.4 70 18 26 17 5.2 -- 158 0 9.6 40 .2 .4 .12 151 158 135 5 1302711N0862514.1 08-20-53 71 278 8.0 -- 16 24 16 D11 -- 160 0 9.8 5.8 .3 .2 .16 150 162 126 0 43027110862514.1 11-16-54 71 277 7.9 70 16 24 1 B12 - 188 0 11 7,2 .1 .1 .51 151 164 126 0 530271N1086214.1 05-17-57 71 270 7.0 72 10 24 16 6.0 2.0 160 0 8,2 4.0 .2 .3 .06 148 158 126 0 2302711H0882514.1 02-01-59 71 270 8.0 -- 17 25 18 9.4 23. 161 0 9.6 6.0 .0 .0 .07 154 164 128 0 9

302711N0862514.1 08-18-60 71 271 8.0 -- 18 29 14 7.8 2.7 164 0 8.1 3.0 .3 .1 .08 162 164 130 2 1302711N0862514.1 07-18-61 71 266 8.0 72 17 25 15 7.0 3.0 100 0 8.4 4,0 .3 .0 .20 160 169 124 0 03027110862514.1 09-11-62 71 264 8.0 72 18 26 14 7,8 .9 158 0 7.2 4.0 .4 .0 .01 170 158 122 0 3302711N0862514.1 07-09-63 71 255 7.9 72 17 24 16 7.2 3.0 158 0 8.4 3.5 .3 .0 .05 146 143 124 0 8302711N0862514.1 08-00-65 71 273 7.9 72 10 23 15 8.1 2.9 158 0 8.8 4.6 .2 .0 .05 160 155 119 0 0

302711N0862514.1 08-14-66 71 278 7.9 -- 17 23 16 8.5 3.0 160 0 8.0 5.0 .2 .1 .07 136 160 134 0 0302711N0862514.1 05-25-67 71 280 7.6 - 17 23 15 8.2 3.0 158 0 8.4 5,0 .4 .0 .09 158 158 120 0 030272410863254.1 05-24-67 73 365 7.5 -- 14 10 0.0 61 3.8 186 0 5.0 20 .4 .1 .00 208 214 80 0 53027330883217.1 02-04-89 74 401 7.9 72 18 14 4.1 69 3.8 200 0 6.0 26 .8 1.0 ,05 236 238 52 0 3302733N0863217.1 08-18-60 74 400 8.0 -- 15 11 6.0 o6 3.8 200 0 6.4 26 .5 .8 .03 238 238 62 0

8

302733N0863217.1 07-19-61 74 401 8.0 72 14 9.6 6.3 70 4.3 200 0 6.4 26 .6 .4 .27 242 237 50 0 3302733N0803217.1 09-10-62 74 388 8.5 72 15 11 5.0 70 4.1 190 10 6.0 27 .7 .4 .01 235 248 48 0 0302733N0883217.1 07-09-63 74 390 7.7 72 14 10 6.6 78 4.0 200 0 6.4 28 .4 .0 .07 232 246 82 0 5302733N0863217.1 08-10-65 74 400 7.6 72 15 9.4 60. 70 4.0 201 0 6.8 28 .5 .0 .02 268 239 50 0 0302733N0863217.1 05-24-67 74 400 7.8 -- 15 10 5,8 72 3.9 198 0 5.2 32 .4 .6 .00 238 244 50 0 5

B Calculated Ht plus K, reported am Na.

Table 7. Chemical Analyses and Temperatures of Ground Waters in Okaloosa County and adjacent areas--Continued

Specific Dissolved HardnessDate Refor- conduct- Teo- Mag- Po- Car- Total lt a

Well of once ance per- Silica Cal- ne- Sodium tam- Bicar- bon- Sulfate Chil- lluo- Ni- Iron on- Col-number colle- number (micro- pH ature (8i0g) oium sium (Na) sium bonate ate (904) ride ride trate (Fe) Residue Cal- Clcitua, car- or

tion h•or ('F) (Ca) (Mg) (X) (BCO) (Ce) ( I) (M) (NO) at cu- maune- bon-at 25'C) 180C lated slu t

OXAL00A COUNTY--Continued

PLORIDAN AQUIFER-Continued

302748N0863251.1 11-03-52 75 316 7.6 70 15 14 9B,1 45 -- 173 0 8.4 13 0.3 0. 0.08 183 190 72 0 7302748N0863251.1 08-18-83 75 321 8.1 -- 14 14 0.3 B44 -- 172 0 7.5 14 .3 .0 .07 193 188 73 0 4302748N0863251.1 11-18-54 75 305 7.9 70 15 14 10 B42 -- 170 0 9.2 12 .2 .0 .11 174 186 76 0 5302748N0863251.1 05-18-57 75 304 7.7 72 16 16 8.9 36 2.9 172 0 8.8 12 .3 .5 ,04 182 185 74 0 1302748H0863251.1 03-23-69 75 305 8.0 72 16 18 8.5 34 3.3 167 0 6.4 12 .4 .5 .22 179 181 80 0 4

302748N0863251.1 08-18-60 75 287 8.0 -- 15 20 10 26 3.7 164 0 7.2 7.6 .4 .2 .45 172 171 91 18 1302748N0863251.1 07-19-61 75 297 7.9 72 15 16 10 34 3.8 168 0 7.2 10 .4 .0 .05 185 179 81 0 0302748H0863251.1 09-21-62 75 293 8.0 -- 10 18 9.5 32 3.7 166 0 6.8 9.5 .5 .0 .00 195 178 84 0 2302748N0863251.1 07-09-63 75 282 7.5 72 15 18 10 33 4.0 168 0 8.0 11 .2 .0 .04 170 182 86 0 5302748N0863251.1 08-10-65 75 300 7.8 72 16 18 11 30 3.4 16e 0 8.8 10 .4 .0 .04 179 180 90 0 0

302748N0863251.1 06-22-66 75 297 7.7 - 16 16 11 29 3.7 164 0 6.2 9.6 .3 .2 .15 102 173 85 0 0302748N0863251.1 06-01-67 75 300 7.6 -- 16' 18 11 28 3.5 164 0 6.4 11 .2 .1 .00 164 176 91 0 5302743N0863301.1 02-04-59 76 313 7.7 72 15 16 7.5 40 3.2 175 0 7.4 14 .1 .0 .00 180 189 71 0 3302743N0863301.1 08-18-60 76 316 8.0 - 15 18 9.5 38 3.8 170 0 8.0 12 .5 .5 .01 187 189 84 0 1302743N0863301.1 07-19-61 76 318 7.9 72 15 14 9.5 39 3.9 172 0 6.4 12 .4 .0 .04 195 185 74 0 0

302743N0863301.1 09-10-62 76 301 8.6 72 18 14 10 45 3.8 162 10 7.2 12 .6 .3 .00 212 198 76 0 0302743H0863301.1 07-09-63 76 290 8.0 72 15 15 9.8 39 4.0 170 0 8.0 13 .5 .0 .07 168 188 78 03 327435083301.1 08-10-68 76 290 8.3 72 15 16 9.7 3 3.4 186 4 4.8 12 .5 .1 .08 186 178 80 0 0302743H0863301.1 0-21-6 76 30 78 .5 -- 14 15 9.4 35 3.8 168 0 6.0 12 .4 .0 .07 198 179 76 0 0302743N0863301.1 07-28-66 76 310 8.0 -- 1 17 10 35 3.8 168 0 6.0 10 .4 .0 .12 - 181 84 0 5

302759N0803209.1 05-23-87 77 285 7.7 72 17 21 13 19 3.9 164 0 6.5 6.8 .4 .0 .40 189 169 106 0 330275890863209.1 02-05-59 77 284 7.9 72 17 26 9. 19 3.5 162 0 8.8 7.0 .4 .7 .07 167 172 104 0 4302759N0863209.1 08-18-60 77 284 8.2 - 17 24 12 18 3.6 167 0 7.5 6.0 .4 .5 .22 167 171 110 0 0302759N0863209.1 07-19-61 77 281 7.9 72 16 21 13 21 3.8 164 0 8.8 7.0 .4 .0 .01 169 172 106 0 0302759N0863209.1 09-10-02 77 275 8.5 72 16 22 12 24 3.4 158 8 8,0 6.5 .4 .3 .00 192 178 104 0 0

302759N0863209.1 07-09-63 77 270 7.7 72 16 21 13 20 3.8 160 0 9.2 7.0 .2 .0 .03 162 169 104 0 5302789N0863209.1 08-10-65 77 290 7.8 72 16 20 13 21 3.0 162 0 8.4 6.0 .2 .0 .12 168 168 104 0 0302750N0863209.1 00-21-66 77 284 7.5 - 16 19 13 20 3.7 164 0 7.6 7.0 .3 .0 .12 192 168 101 0 0302759N0863209.1 05-24-67 77 292 7.6 -- 1 19 12 21 3.5 160 0 7.2 9.0 .2 .0 .00 158 169 100 0 5302726N0863848.1 05-27-66 80 448 7.5 -- 17 9.2 4.5 88 5.4 220 0 3.6 33 .7 .1 A.01 - 270 42 0 30

A In solution when analyezd.B Calculated No plus K, reported as Na.

Table 7, Chrea$ol Analymae and Tamporaturel of Ground Waters in Okaloous County and 4djaaont reoas--Contlnued

•t tr-onduot- Ten- g- o- Car- TotalWell o 9l.ne acnnte | per- l6to1. Cal- no- S •odium ca- BMicar- bon- Sulfate Chio- fluo- NI- Iron I I- an- Col-

number coloo- number (micro-. jjH stur (8so,)0alum alum (Na) N ium bonate ate (8IO) ride ride trrat (ve) Residue C1l- I c-.. ortion aIlho ('F) (Cm) (M0) (K) (HCs) (CO.) (C1) (F) (NOa) IIt u- maine- bon-

_/ t I 5C) 1-o'A I(hCO- (IC IOKALOOSA COUNTY--Cont nued


o0272N0883048.1 07-2.-6 80 440 82. 7. 17 65 1,2 84 0.2 216 0 ,40 o0 07 ,o0 0,30 .. 257 34 o 0302738NOB30648.1 08-27-66 81 400 7.3 -- 6,6 4 79 5,1 200 0 4.4 27 .7 ,4 A.0 -- 242 53 0 10302739N0863848.1 07-7--6 81 412 6,0 -- 16 8,7 4,2 7 63.2 202 0 5.2 24 .7 ,0 ,55 2-38 34 0 5302747N0863600,1 07-22-65 864 10 6.1 - 14 18 4.B 05 4.5 252 0 084 40 .8 ,0 . -- 208 s0 0 530274710863620.1 07-25-8 864 530 8.1 79 15 17 4., 986 ,3 250 0 4,4 40 ,8 ,0 - -. 311 62 0 0

302747N0883620.1 07-23-66 84 808 6.1 -- 15 12 4.7 08 4.9 244 0 4, 40 .8 .0 .24 302 301 50 0 0302747086830101 07-27-58 64 488 6.0 -- 15 7,0 4.7 97 4,6 212 0 3, 42 .7 .0 .00 290 289 3 0 030274710806320.1 07-27-68 64 474 6 .1 -- 16 .3 4. 08 4.4 228 0 3.2 40 . .0 2. 26 25 0 030274780803820.1 07-28-60 84 47 8.5 - 1 6.6 4.8 5 4.6 206 12 2.8 41 .7 .0 .00 -- 284 36 0 0302852N0862050.1 05-15-57 87 278 7.7 72 17 23 15 14 2,4 158 0 7,0 6,1 ,2 ,4 ,02 159 163 119 0 1

302852N0883910.1 02-04-89 87 276 7,7 72 17 27 12 13 2.7 168 0 8.8 ,.0 .3 ,3 .03 168 104 117 0 5302862N080300.1 08-18-60 87 277 7.7 -- 15 28 12 11 3.4 156 0 9,6 5.0 .3 .1 ,01 159 162 12 0 23028652N088620.1 08-19-61 87 275 8.0 72 16 22 1 13 3.4 10 10 9. 6.5 .4 .0 .24 163 166 121 0 0302852N0882950.1 09-07-62 87 274 8.0 72 17 28 11 14 3.2 156 0 8.4 0.0 ,4 .0 ,02 180 168 115 0 1302852N8062050.1 07-10-63 07 268 7.9 72 13 22 17 12 3.2 160 0 10 7,0 .1 .1 ,14 144 163 126 0 5

302862N0862960.1 08-10-65 67 278 7.9 72 18 22 14 13 3.1 158 0 10 7.0 ., .0 .03 152 102 112 0 0302862N02950,1 06-21-66 87 268 7,7 -- 15 22 14 12 3,2 162 0 6.6 6.41 , .0 ,07 138 158 112 0 03086520882980.1 05-2-67 87 20 7.7 -- 16 22 14 13 31 1 16 0 0 7,0 2 .0 .00 165 162 14 0 530288a0863013,1 10-05-49 66 294 7,8 -- 17 21 13 24 -- 16 0 10 8.2 .2 .0 1.8 162 175 100 0 1302882N0863013,1 06-15-50 68 280 7.5 71 16 24 14 B14 -- 157 0 10 5.8 .1 .4 .27 152 161 117 0 3

302852N0863013.1 07-30-51 88 278 7.5 68 14 22 14 16 -- 156 0 9.8 6,0 ,2 .3 .16 151 19 112 0 430286521083013,1 08-20-53 8 298 8,0 -- 15 20 13 B25 -- 162 0 10 9.8 .2 .1 .04 179 173 103 0 9302862)N083013.1 11-17-84 88 274 7.9 70 15 21 14 B18 -- 186 0 9.8 7.0 ,1 .1 .09 151 162 110 0 5302852180663013.1 05-16-57 88 295 7.7 72 16 10 13 28 2.6 164 0 9.5 10 ,2 .5 66 171 177 101 0 3302852N0803013.1 02-04-59 88 203 7,9 - 17 24 11 24 2,8 166 0 8.5 8.0 4 ,3 .00 167 178 105 0 5

302852N0863013.1 08-18-60 86 270 7,9 -- 1 2 , 12 18 3.1 156 0 9.6 5.4 .4 .3 .01 170 164 114 0 2302852N0883013.1 07-19-61 88 2680 7.9 72 16 22 13 17 3.5 156 0 10 8.0 .3 .0 .05 167 155 108 0 0302852N0863013.1 09-07-62 88 269 8,5 72 1 322 16 21 3.0 156 a 10 6.5 ,4 .3 .00 199 180 121 0 0302852N0863013.1 07-10-63 88 280 7.8 72 16 20 13 23 3.4 160 0 8.8 9.0 ,. .0 .03 174 173 104 0 5302852N0863013.1 08-10-65 88 287 7.7 72 15 20 13 16 3.0 155 0 10 8.0 .3 .2 .10 158 160 104 0 0

A In solutlon when analyzed.B Calculated Nm plus K, reported ma NM.

Table 7, Chemical Analyses and Temperatures of Ground Waters in Okaloosa County and adjacent areas--Continued

Specific Dissolved HardnessDate Refer- conduct- Ten- Nag- Po- Car- Total oli

Well ot enoe ane per- Silica Cal- ne- Sodium tas- Bicar- bon- Sulfate Chlo- Fluo- Ni- iron on- Col-number colloo- number (mioro- pH ature (810) alum slum (Na) alum bonate ate (804) ride ride trate (Fe) Residue Cal- Calcium, oar- or

tion ahos (Fr) (Ca) (Ng) (K) (HCOj) (COI) (Cl) (7) (N0) at cu- magne- bon-at 25*C) f 180 C 0 lated slum ate



302882N0863013.1 06-21-66 88 280 7.8 - 16 21 13 16 3.2 188 0 7.8 6.0 0.2 0.0 0.07 142 161 106 0 0302882N0883013.1 07-28-66 88 290 8.0 - 17 22 14 15 3.1 144 0 8.8 8.0 .3 .0 .12 - 189 113 0 5302882N0803013.1 05-25-67 88 272 7.5 -- 16 21 13 16 3.1 186 0 9.2 8.0 .2 .1 .00 147 164 107 0 5302887N0883107.1 10-07-60 80 289 7.9 -- 15 2S 12 14 3.1 .160 0 9.6 2.8 .8 .2 .28 148 161 112 0 3302887N0863107.1 07-17-61 89 263 7.9 - 10 22 13 13 3.3 184 0 8.8 2.4 .4 .1 .44 180 155 108 0 0

302857N0863107.1 09-07-62 89 268 8.1 72 16 23 14 14 3.0 186 0 9.2 3.0 .4 .0 .01 177 160 115 0 8302857N0863107.1 07-10-63 89 280 7.7 72 1 1 19 15 13 3.4 152 0 6.8 4.0 .4 .0 ,74 148 149 108 0 5302887N0883107.1 08-16-68 89 271 7.7 72 18 22 14 12 2.9 157 0 9.6 3.6 .3 .0 - .06 160 156 112 0 0302887N0863107.1 0-29-66 89 286 7.8 -- 13 20 13 12 3.4 181 0 6.8 3.0 .3 .0 .56 170 146 104 0 0302857N0863107.1 05-25-67 89 271 7.4 - 16 21 14 11 3.2 184 0 8.8 5.0 .3 .0 .24 181 186 111 0 0

302808N0863238.1 10-05-49 91 284 7.6 - 16 21 14 820 - 162 0 9.8 6.9 .2 .0 .06 187 168 110 0 2302808N0883238.1 05-16-50 91 291 7.4 71 16 22 14 818 - 162 0 9.3 6.8 .3 .3 .21 168 166 112 0 2302808N0803238.1 07-30-51 91 290 7,0 08 10 21 14 B19 - 11 0 9.1 7.0 .2 .3 .21 186 166 110 0 1302808N0863238.1 11-03-52 91 283 7.6 69 17 21 14 819 --. 161 0 9.1 6.6 .2 .3 .21 188 166 110 0 3302808N0863238.1 0-8-8-53 1 290 8.0 -- 16 20 14 22 -- 163 0 10 7.8 .2 .0 .13 178 170 107 0 1

302808N0863238.1 11-18-54 91 279 7.9 70 18 21 14 18 -- 163 0 10 4.0 .1 .1 .81 164 162 110 0 6302808N0863238.1 05-15-57 91 288 7.8 72 17 20 14 18 2.7 163 0 9.5 7.2 .2 .4 .09 166 169 108 0 2302808N0883238.1 02-04-89 91 294 8.0 72 17 20 7.8 33 3.1 167 0 .6 10 .8 .6 .02 173 180 81 0 8302808N0863238.1 08-18-60 91 283 8.1 -- 16 25 12 17 3.2 168 0 8.7 8.6 .4 1.8 .04 168 173 112 0 1302808N0863238.1 07-19-61 91 282 7.9 72 16 24 11 18 3.4 162 0 8.0 5.4 .4 .0 .09 174 166 105 0 0

302808N0863238.1 09-07-62 91 270 8.4 72 16 22 13 21 3.2 164 6 8.8 3.8 .4 .3 .00 182 177 108 0 3302808N0863238.1 07-09-63 91 270 7.7 72 14 22 14 18 3.0 162 0 8.8 7.0 .1 ,0 .04 168 167 114 0 8302808N0863238.1 08-10-68 91 283 7.7 72 17 19 13 17 3.3 161 0 10 4.0 .3 .1 .14 184 163 101 0 10302808N0863238.1 06-22-66 91 280 7.8 -- 18 20 14 16 3.3 161 0 8.0 8.0 .2 .1 .07 188 181 108 0 0302808N0863238.1 05-24-67 91 288 7.6 - 16 21 13 16 3.3 162 0 8.4 8.0 .2 ,1 .00 186 165 108 0 0

302859N0863258.1 02-05-59 92 277 7.9 72 17 26 11 16 2.0 185 0 8.4 4.0 .3 .0 .02 188 166 110 0 5302859N0863258.1 08-18-60 92 241 8.0 -- 15 24 13 18 3.1 163 0 8.8 3.9 .3 .2 .42 159 163 114 0 0302859N0863s28.1 07-18-61 92 279 7.9 72 16 24 13 16 3,1 160 0 10 4.0 .4 .2 .39 174 166 114 0 0302889N0863258.1 09-07-62 92 265 8.5 72 10 22 14 20 2.8 182 12 8.8 4.0 .3 .3 .01 178 175 112 0 0302885N0883258.1 07-11-63 02 272 7.8 72 15 22 14 18 3.2 162 0 9.8 4.0 .3 .0 .04 166 168 112 0 8

0 Calculated Na plus K, reported as Na.

*^I-

Table 7, Chemical Analynpe and Temperature ato Ground Watorb in Okaloosa County and adjacent areas-.Contlnued

-peolllo Dierolved HardnoceDate Roftr- conduct- Tmn- M9g- Po | Car- Total To olt» I

Well of once ance per- •ilies Cal- nt- Sodium tag- SBar. bon- Sulfate Chlo- Fluo- IN-1. ron Non Col-numblr colleo- number (mlcro- pH sture (8a0O) clum stum (Na) lium bonate ste (O04) ride ride trite (P.) Relidue, Cal- Calcum, car- or

tion mhom (F) (Ci) (Mg) (K) (iCOo) (COg) (CI) (M) (NO) at cu- m=ane- bon-at 25'C) 10o0C o atd iue ate

OKALOOA COUNTY.-Continued

rLO IDAN AQUIFER--Continued

302859N0883258.1 06-13-606 9 270 7.6 -- 18 22 15 13 3.0 162 0 ,8 5,0 0.2 0,0 0.25 174 183 118 0 8302189N08e3828.1 05-25-07 92 265 7.9 -- 15 20 14 14 3.0 152 0 8.4 8.0 .2 ,3 .00 154 160 110 0 5302811N0883830.1 11-03-52 90 289 7.4 70 15 19 13 824 -- 160 0 10 7,5 .6 .5 .09 160 189 101 0 1302811N08635398.1 08-0-53 06 288 8.1 -- 15 18 13 828 -- 162 0 8.6 8,5 .2 .0 .21 186 189 98 0 2302811N0863539.1 11-17-54 96 280 8.0 72 16 10 12 B26 -- 161 0 9. 7,2 .2 .0 .61 166 169 97 0 7

302811N0863539.1 05-24-57 96 284 7.7 72 19 19 12 23 3.9 162 0 8.0 7.0 .4 .5 .37 160 173 97 0 3302811N0863539.1 02-03-89 96 282 7,8 -- 17 24 92 22 3.3 162 0 8.2 7.5 .4 1.0 .07 160 173 98 0 3302811N0883539.1 11-07-60 96 254 7, -- 5.4 16 10 22 3.1 128 0 0.4 15 .1 .3 .33 138 142 81 0 2302811N0863539.1 08-18-60 96 283 7.5 -- 16 24 14 20 4.0 162 0 7,8 8.0 .4 .3 .19 163 174 118 0 1302811086339.0 --1 07-17-61 96 83 7.0 72 16 19 12 23 3,7 160 0 8.0 8.6 .4 .0 .18 169 188 97 0 0

30281110868353.1 09-10-62 96 271 8.4 72 16 21 11 26 3.4 156 8 7,2 6.5 .4 .5 .00 189 177 98 0 3302811N0863539.1 07-11-63 96 271 7,7 72 16 18 12 24 3.9 160 0 8.4 6.0 .3 .0 .04 174 168 96 0 5302811o086339.1 08-16-65 96 283 8.1 72 16 18 12 22 3,4 158 0 8,8 6,0 .3 .1 .20 164 168 04 0 0302811N08O3539.1 06-13-66 96 272 7. -- 16 10 13 21 3.9 184 0 6.8 6.0 .3 .0 .07 180 167 102 0 00302811N0863839.1 05-25-67 96 283 7.4 -- 1 19 12 21 3.4 162 0 7,2 7.0 .4 .0 .31 165 167 08 0 0

30295820862542.1 08-09-65 07 230 7.7 72 12 17 12 11 3.2 136 0 7,6 3.0 .3 .1 .34 144 133 92 0 030292510882542.1 06-14-66 97 241 7.9 -- 13 17 12 14 3.7 135 0 7.0 6.0 .2 .1 .24 130 140 92 0 030298520882542.1 05-25-87 97 338 7.3 - 14 17 12 11 3,7 132 0 7.2 3,0 .3 .0 .22 126 134 92 0 030202110862949.1 10-05-49 98 280 7.6 -- 16 26 16 B10 -- 186 0 10 4.0 .2 .2 .17 151 164 131 0 2302921N0862949.1 05-15-50 98 286 7.6 73 14 25 15 B12 - 162 0 10 4.0 .2 .1 .47 161 161 124 0 3

302921N0862949.1 07-30-51 98 28 7.3 68 15 25 17 88.1 -- 183 0 .3 4.0 .3 .2 .16 152 159 133 0 6302921H0862949.1 11-03-52 98 283 7.5 89 15 25 16 B10 - 163 0 9.3 4.6 .1 .3 .04 159 160 128 0 6302921N0832948.1 08-19-53 98 283 8.1 -- 15 24 16 812 -- 166 0 8.5 4.8 .2 .2 .07 164 163 128 0 330292110882949.1 11-17-54 98 274 7.9 70 14 25 15 813 - 168 0 10 4.2 .2 .0 12 15 1882 124 0 5302921N0886249.1 05-15-57 98 280 7.7 70 18 24 16 9.0 2.5 165 0 11 3.0 ,2 .2 .50 158 163 126 0 1

3020210882940.1 02-04-59 98 280 7.9 -- 16 31 11 11 2.8 167 0 8.4 4.8 .2 .3 .08 187 167 122 0 4302921N0882949.1 08-18-60 98 280 8.1 -- 1 30 14 10 3.0 178 0 9.0 2.6 .3 .0 .02 174 171 132 0 1302921N0862949.1 07-19-61 98 281 8.1 72 15 28 14 12 3.0 188 0 8.4 3.5 .2 .2 .02 164 165 122 0 2302921N0862949.1 09-07-62 98 278 8.0 72 16 26 14 12 3.0 168 0 8.4 4.0 .3 .0 .02 102 167 122 0 2302921N0862049.1 07-10-63 98 270 7.7 72 12 27 14 9.6 3.2 168 0 8.8 3.0 .1 .0 ,04 144 161 126 0 5

Table 7. Chemical Analyses and Temperatures of Ground Waters in Okaloosa County and adjacent areas-Contlnued

Specific Dissolved BardnessDate eter- conduct- Tem- Mag- Po- Car- Total soli

Well of once ace per- Silica Cal- no- Sodium tas- Blcar- bon- Sulfate Chlo- Fluo- Ni- iron ---- on- Col-Anuber colle- number (micro- pH ature (l10) oius slum (Na) slum bonate ate (504) ride ride trate (Fe) Residue Cal- Calcium, car- or

tion shoo (»F) (Ca) (M() () (NCO) (COO) (Cl) (F) (NO3) at ou- magne- bon-at 25'C) 180'C lated sIe ate



30292180862949.1 08-10-65 98 290 7.9 72 1B 23 18 11 2.6 186 0 8.8 4.0 0.2 0.0 0.04 168 162 119 0 030292180862949.1 06-21-66 98 284 8.3 -- 14 24 18 10 3.0 156 5 6.8 4.6 .2 .1 .06 142 159 122 0 0302921N0862949.1 05-25-67 98 292 7.6 -- 15 24 18 12 2.9 168 0 6.4 6.0 .1 .1 .00 180 168 122 0 8302902N0863032.1 10-05-49 99 269 7.9 -- 16 23 15 11 -- 186 0 10 3.2 .2 .3 .07 144 158 118 0 43029020863033.1 05-15-50 99 270 8.0 72 15 24 14 812 -- 156 0 9.6 3.1 .2 .3 .25 148 155 117 0 4

302902N0863032.1 07-30-51 99 277 7.4 69 15 23 14 813 -- 155 0 9.5 3.5 .1 .2 .21 146 184 118 0 3302902N0863032.1 11-03-52 99 267 7.3 70 18 24 14 B11 -- 184 0 10 3.4 .2 .3 .12 149 184 117 0 3302902N0863032.1 08-20-53 99 272 7.8 -- 14 22 14 B15 -- 188 0 9. 4.2 .2 .1 .08 161 187 112 0 14302902N0863032.1 11-17-64 99 260 7.8 70 15 23 14 813 -- 166 0 10 3.5 .0 .0 .23 158 186 115 0 630290280863032.1 05-18-57 99 274 7.7 72 16 22 14 11 2.7 155 0 9.2 6.5 .2 .2 .82 150 156 112 0 2

30290280863032.1 02-02-89 99 264 7.8 -- 17 25 13 13 2.6 158 0 8.4 3.0 .3 .4 -- 148 161 116 0 3302902N0863032.1 08-18-60 99 267 8.0 -- 18 20 18 12 2.8 158 0 8.4 2.0 .3 .3 .03 184 187 112 0 330290230883032.1 07-19-61 99 268 8.1 72 18 22 14 14 3.4 160 0 8.0 3.0 .3 .1 .04 161 159 112 0 2302902N0863032.1 09-07-62 99 257 8.3 72 15 22 14 17 2.8 180 2 9.2 3.8 .4 .4 .00 172 160 112 0 03029020863032.1 08-10-65 99 273 7'.7 72 14 22 14 12 2.8 188 0 9.2 4.4 .2 .0 .09 154 165 112 0 0

302902N0863032.1 06-21-66 99 280 7.7 -- 14 22 14 14 3.2 186 0 7.6 8.0 .2 .1 .17 144 160 112 0 0302902N0863032.1 08-25-67 99 270 7.8 - 18 21 14 13 3.1 152 0 9.2 7.0 .2 .4 .00 148 188 110 0 8302903N083019.1 10-10-60 100 273 7.8 -- 14 22 13 17 3.0 164 0 8.8 6.0 .3 .3 .37 164 165 108 0 8302903N0803019.1 07-19-61 100 273 7.7 72 18 22 14 14 3.3 154 0 8.8 4.4 .4 .0 .08 168 188 112 0302903N0863019.1 09-07-62 100 272 8.6 7 1 2 13 22 2.9 156 6 9.2 7.0 .4 .2 .00 181 175 108 0 3

302903N0863019.1 07-10-63 100 200 7.6 72 18 20 18 17 3.4 186 0 5.2 7.0 .5 .0 .04 172 161 112 0 5302903N0863019.1 08-10-65 100 287 7.7 72 14 21 13 16 2.8 187 0 10 6.0 .3 .0 .07 176 169 106 0 0302903N0863019.1 06-21-68 100 280 7.7 -- 14 21 14 18 3.2 160 0 7.3 6.0 .2 .1 .06 142 100 110 0 0302903N0863019.1 05-25-67 100 275 7.8 - 12 22 13 13 3.0 180 0 8.4 8.0 .2 .3 .02 150 184 109 0 8302910N0863015.1 10-05-49 101 272 7.8 -- 16 24 15 912 -- 188 0 11 3.9 .2 .2 .08 148 160 122 0 2

302910N0863016.1 05-15-50 101 280 7.3 72 13 85 14 13 - 160 0 11 3.6 .1 .2 .23 13 189 120 0 2302910N0863018.1 07-30-51 101 272 7.3 69 18 23 18 B12 -- 187 0 0.6 4.0 .3 .3 .70 180 186 119 0 4302910N0863015.1 11-17-84 101 267 7.9 -- 15 23 18 B13 - 187 0 11 8.2 .1 .1 .09 145 158 119 0 5302910N0803018.1 05-15-87 101 275 7.6 72 16 23 18 11 2.7 161 0 8.5 4.8 .2 .8 1.6 150 160 119 0 0302910N0863015.1 02-02-89 101 268 8.0 -- 15 S2 13 12 2.6 161 0 9.7 6.0 .0 .5 .00 147 103 116 0 2


w

Table 7, Chemricl Analyqa and Temperatures oa Ground Waterg in Okaloosa County sad adjacent ar*ea--Continued

Specif c Otlolvds HIrdalDate Refr- conduct- Te- ag- Po- Car Total oli rd

Well of a o o I use per- Silil Cal. n- Sodium tias- Blcr. bon- Sulfate Chlo- Fluo- N- iron on- Col-number collce number (mloro- pH iture (l0I) oaum lum (Na) sIum boIat It (804) rid ride trate (rF) Residue Cl- Caloium, car- or

ltoan bo (oi) (Ca) (Ng) (K) (HCO) (COO) (Cl) (F) (NO) at ou- 5i_ - bon-at 28*C) 180'C leted slum &te


FLIORIDAN AQUIFt--Contlnued

302910150883015,1 08-18-80 101 27 7., .- 17 25 13 12 2,8 186 0 9.0 4.0 0.5 0.4 0.04 188 181 118 0 130210100863015.1 078-19-1 101 274 7.8 72 16 26 14 12 3.3 188 0 9,8 ,.0 .3 .0 .20 165 163 122 0 030201010883018.1 09-07-62 101 263 8.4 72 15 22 19 16 2.8 168 6 8.8 5.0 .4 .3 .01 188 177 133 0 3303910108e3015.1 07-10-63 101 265 7.8 72 13 22 17 12 3.2 160 0 9.6 8.0 .3 .0 .03 128 181 124 0 a303910N086301B.1 08-10-65 101 281 8.2 72 15 22 14 12 3.2 100 0 9.2 4.4 .2 .0 .03 162 159 112 0 0

30291090863015.1 06-21-86 101 280 7.8 -- 14 21 14 14 3.2 18 0 8.0 8.0 .2 .0 .08 148 189 110 0 0302010N0863015.1 05-25-67 101 282 7.7 -- 1 22 13 12 3.0 188 0 0.2 6.0 .2 .3 .00 185 150 109 0 5302914N0863108.1 05-24-57 106 261 7.8 72 16 22 13 12 3.3 155 0 8.2 3.0 .4 .3 .44 140 154 108 0 4302924N083108.1 02-04-69 106 286 7.7 -- 18 28 11 12 2.8 188 0 9.2 3.8 . .9 .89 152 162 115 0 430292410863108.1 08-18-60 106 265 8.2 -- 15 24 13 13 3.0 161 0 7.8 3.0 .4 .1 .48 186 158 114 0 3

302924J0863108.1 07-17-61 100 263 8.0 72 14 22 14 13 3.3 156 0 8.4 2.6 .3 .1 .68 159 155 112 0 0302924N0863108.1 07-10-63 106 250 7.8 72 15 22 13 14 3.4 156 0 8.0 4.0 .4 .0 .67 188 157 110 0 5302924N0883108.1 08-09-80 106 281 7.6 72 15 21 13 18 3.2 156 0 10 .0 .3 .1 .62 160 160 106 0 0302924N0863108.1 06-13-66 106 258 7.8 -- 15 22 14 13 3.2 158 0 7.2 3.0 .4 .0 .81 166 155 113 0 0302926(0863119.1 08-20-53 107 269 8.1 -- 16 21 14 B17 -- 167 0 11 4.2 .3 .0 .14 157 160 110 0 33029260863119.1 05-23-57 107 286 7.4 72 10 22 13 17 3.2 185 0 9.8 3.0 .6 .3 .00 152 156 108 0 330298260863119.1 02-04-50 107 261 8,0 -- 15 25 12 12 2.5 157 0 9.6 4.5 .0 .1 .02 140 158 112 0 6302926N0883119.1 08-18-60 107 268 7.9 -- 16 22 14 12 2.7 187 0 8.8 2.4 .4 .4 .07 158 186 112 0 2302926O0863119.1 07-17-61 107 270 8.1 72 15 24 13 14 3.5 158 0 13 3.0 .2 .1 .00 161 163 114 0 230292610883119.1 09-07-62 107 261 7.9 72 16 24 13 14 3.1 154 0 6.8 3.0 .4 .0 .02 172 156 114 0 2

302926N086119.1 07-11-83 107 262 7.8 72 15 22 13 18 3.2 184 0 0.6 3.5 .3 .0 .22 162 188 110 0 330292610863119.1 08-16-65 107 280 7.6 72 17 21 14 13 3.1 158 0 10 4.0 .3 .0 .10 136 188 110 0 030292610863119.1 06-13-66 107 260 7.6 -- 14 23 14 13 3.0 186 0 8.0 4.0 .3 .0 .08 170 186 116 0 0302926M0863119.1 05-25-67 107 7S 7.4 -- 15 22 14 12 3.1 186 0 9.68 .0 .3 .0 .29 182 188 113 0 0303939N0863188.1 11-07-60 108 262 7.8 -- 15 26 11 14 3.0 188 0 9.2 3.0 .4 .3 .27 151 159 110 0 3

302939N086318.1 07-17-61 108 265 8.1 t 14 22 14 14 3.2 18 0 8.8 3.0 .2 .4 .11 160 188 112 0 3302939N0863158.1 09-10-62 108 537 8.5 72 15 24 12 16 2.8 150 8 U.8 3.5 .4 .3 .00 170 165 110 0 0302939N0863158.1 07-11-63 108 262 7.8 72 15 22 13 16 3.2 156 0 10 3.0 1.1 .0 .27 160 160 110 0 3302939N0863158.1 08-16-65 108 250 7.6 72 14 20 13 13 3.2 155 0 9.2 2.0 .3 .0 .63 168 151 104 0 030239N0863168.1 06-13-66 108 302 7.9 -- 14 22 14 22 3.1 156 0 8.0 16 .3 .2 .52 200 177 113 0 0B Calculated Na plus E, reported as Na.

Table 7. Cbemical Analyses and Temperatures of Ground Waters in Okaloosa County and adjacent areas--Continued

Specifio Dissolved HardnessDate Reer- conduct- Tea- Mag- Po- Car- Total ao u mane- I

Well of enoe ance per- Silica Cal- no- Sodium tas- Bacar- bon- sulfate Chlo- Fluo- Ni- iron Non- Col-nunber collc- umber (micro- p ature (810) ia slium (Na) aIum bonate ite (804) ride ride trate (Fe) Residue Cal- Calcium, car- or

tion bhoe (F) (Ca) (Mg) (K) (HCO,) (COO) (01) ( I) (NO,) at ou- Oagne- bon-at 25 •) 180C lated iun ate


PLORIDAN AQUIFER--Continued

302939N0863158.1 05-25-67 108 270 7.5 -- 15 21 14 12 3.1 156 0 8.0 5.0 0.3 0.0 0.47 149 156 110 0 8303039N0862839.1 02-02-66 109 259 - 75 14 22 14 9.5 3.0 180 0 7.2 3.0 .3 .0 - - 147 112 0 5303013110863516.1 10-06-49 115 22 7.7 -- 16 23 15 14 -- 161 0 10 4.9 .2 .1 .74 151 163 119 0 530301350863516.1 05-15-80 115 282 7.6 69 19 24 15 914 - 164 0 11 4.0 .2 .2 .77 163 168 122 0 2303013N0863516.1 51 116 285 8.1 - 18 23 16 815 - 168 0 10 4.6 .1 .2 .45 156 164 119 0 2

303013NH063816.1 07-30-61 115 311 7.4 69 16 26 15 915 -- 166 0 15 4.9 .2 .1 .22 167 173 127 0 4303013H0863516.1 11-03-52 115 281 7.6 - 15 23 15 815 - 162 0 12 3.9 .2 .2 .20 157 164 119 0 6303013N0863816.1 08-20-53 115 285 8.1 -- 15 23 14 918 - 166 0 10 5.0 .2 .1 .11 163 167 115 0 1303013N0863516.1 11-18-54 115 272 7.8 70 15 23 15 1 -- 162 0 12 4.2 .2 .0 .14 148 164 119 0 6303013N0863516.1 05-24-57 115 279 7.8 72 18 23 14 13 3.2 164 0 9.8 3.2 .4 .3 .06 157 166 115 0 3

303013H0863516.1 02-04-59 115 279 7.8 - 18 29 11 14 2.2 167 0 .9 3.5 .3 .2 '.78 159 169 118 0 a303013N0863516.1 08-18-60 115 279 8.0 -- 16 24 14 14 2.6 164 0 9.0 4.0 .5 .4 .16 161 166 118 0 1303013H0863516.1 07-05-61 115 275 8.1 72 15 22 15 15 3.0 166 0 8.4 4.0 .3 .0 .37 171 165 116 0 0303013N0868616.1 09-07-62 115 274 8.0 72 16 23 14 14 2.8 164 0 8.0 5.0 .3 .0 .04 156 164 115 0 8303013N0863516.1 06-23-65 115 272 7.6 72 15 17 11 22 3.8 160 0 8.2 3.0 .4 .0 .06 146 189 88 0 0

303021H0863816.1 10-06-49 116 276 7.7 - 16 24 15 B14 -- 164 0 11 3.8 .2 .2 .17 181 165 122 0 2303021N0863516.1 05-15-80 116 285 7.5 72 18 24 14 B15 - 164 0 9.5 3.8 .2 .3 .24 160 166 117 0 3303021N0863516.1 07-30-51 116 283 8.0 -- 15 23 14 817 - 163 0 9.5 4.8 .2 .3 .40 161 164 115 0 830302110863516.1 07-30-51 116 302 7.7 68 17 23 15 813 - 163 0 8.5 3.8 .1 .2 .24 151 161 119 0 4303021N0863516.1 11-03-52 116 279 7.6 69 15 22 14 B18 -- 16 0 0 1 4.6 .3 .4 .10 164 188 112 0 1

303021N0863516.1 11-03-52 116 278 7.7 72 16 24 15 814 - 164 0 11 3.8 .2 .0 .20 156 165 123 0 3303021N086516.1 08-20-53 116 281 .2 - 1 23 15 B21 - 165 0 9.5 4.9 .1 .0 .49 158 164 119 0 4303021N0863516.1 11-17-54 116 271 8.0 70 15 23 14 817 -- 164 0 10 4.2 .1 .2 .67 162 165 115 0 63030210863516.1 05-24-87 116 279 7.6 72 18 23 14 13 3.2 164 0 6.8 3.5 .4 .2 .61 153 163 115 0 3303021N0863516.1 02-04-59 116 273 8.1 -- 1 26 12 14 2.3 167 0 8.2 5.0 .0 .2 .89 156 165 114 0 5

303021N0863516.1 08-18-60 116 282 8.0 16 25 13 14 2.8 166 0 9.6 3.0 .3 .3 .16 165 166 116 0 5303021N0663516.1 07-05-61 116 263 7.9 72 11 24 12 18 2.9 166 0 .8 3.0 .3 .0 .68 157 161 110 0 0303021N0863516.1 09-05-62 116 273 7.8 72 16 25 13 14 2.8 160 0 9.2 3.0 .3 .1 .89 148 162 116 0 5303021N0863816.1 07-15-63 116 280 7.8 68 16 22 15 16 3.1 162 0 8.4 4.6 .3 .0 .10 166 165 118 0 5303021N0863516.1 08-23-63 116 1 75 7.8 72 16 31 13 15 2.8 160 0 9.4 4.0 .3 .0 .07 150 160 166 0 0

B Calculated Na plus K, reported an Na.

aj;

Tablu 7, Cheilical Analyuwo nlid TuimilpriAturaw of Oround Waturl in OkClooal County and adjucunt areui--Continuud

Spectlio Dissolved HardneasDate Retor- conduct- Tum- M ag. Po- Car- Total sold

Woll of once ance por- Silica Cal- ne. Sodium ta.- Bicar- bon- Sulfate Chlo- Fluo- N1- iron fin oh Col-numbor collue- number (micro- pRl ature (810l) o lum uium (Na) l•mn bonatu ate (0S,) ride ride trate (Vo) Reaidue Cal. Calcium, car- or

tion l bho ('F) (Ca) (1d) () (COIC) (CO,) (C1) () (NO,) at ou- magne* bon-at 28'C) _ |180'C Jlated ilun ate



303021N0863818.1 00-16-60 116 260 7,9 -- 17 22 15 14 2.7 162 0 7.6 3.0 0,3 0.0 0.12 161 162 117 0 5303021N0863516.1 05-29-67 116 270 8.1 -- 16 23 14 13 2.8 160 0 8,4 4,0 .3 .0 ,08 148 161 116 0 0303113N0862915.1 04-19-50 119 288 7.9 -- 17 28 17 6.4 2,6 17 0 12 2.0 .0 .2 -* 160 173 140 0 2303120N0862900.1 10-05-40 120 284 7.7 -- 14 27 17 7.3 -- 170 0 0 ,1 2,8 .1 .2 ,14 150 161 137 0 5303126N0862920.1 05-18-50 120 290 7,8 72 15 28 17 6.2 -- 160 0 8,7 3.8 .1 .1 .23 168 162 140 0 2

303126N0862920.1 07-30-81 120 284 6.9 68 14 27 17 6.7 -- 169 0 8.3 3.0 .1 .3 .24 181 189 137 0 3303126N0862920.1 11-03-82 120 281 7.6 69 14 29 17 5.4 -- 16e 0 10 3.0 .2 .3 ,09 187 162 142 4 2303126N0862920.1 08-20-83 120 288 8.0 -- 14 27 17 7.8 -- 171 0 8,0 3.9 .1 .1 .48 164 162 137 0 2303120N0863902.1 11-17-84 120 275 7.8 70 13 27 17 8.5 - 171 0 10 3.8 .1 .1 .14 145 163 137 0 5303126N0868020.1 05-158-7 120 280 7.7 72 15 26 17 0.5 2.0 171 0 0.2 3.8 .1 .4 .08 161 164 135 0 1

303126N0862920.1 02-03-0 120 283 7.8 -- 16 30 15 5,8 2.4 171 0 8.0 3.8 .2 .4 .02 2IS 16e 136 0 3303126N0860020.1 08-23-60 10 286 7,7 -- 14 30 15 6.0 2.7 100 0 13 2.0 .3 .1 .05 169 167 136 0 3303120N0862929.1 07-17-61 120 282 8.1 72 14 27 t1 6.1 2.9 172 0 8.8 2.5 ,1 .1 .07 161 162 134 0 43031268N088209.1 09-11-02 120 276 8.0 72 15 30 15 6.6 2,6 168 0 7.0 3.0 ,4 .0 .00 173 163 130 0 0303126N0862929.1 07-09-63 120 270 7,7 72 14 28 17 8.6 2.6 172 0 8.0 3.0 .0 .0 .18 174 163 140 0 8

30312680862•29.1 08-09-05 120 290 7.8 72 14 26 16 8.6 2.6 171 0 8.4 3.6 .2 .1 .11 132 182 131 0 0303120N0862029.1 06-14-60 120 281 7.7 -- 18 26 16 6.3 2.6 170 0 6.6 3.0 .2 .1 .14 134 160 131 0 0303126N0860229.1 05-25-67 120 287 7.4 -- 14 26 16 6.7 2.7 188 0 7.6 5.0 .2 .0 .14 180 162 132 0 0303138N0863946.1 08-30-65 122 510 8.2 -- 8.1 5.4 3.2 106 5.9 248 0 .4 38 .9 .2 .08 284 290 26 0 0303211N0802929.1 08-20-53 123 288 8.0 -- 14 20 17 9.1 -- 171 0 8.8 3.8 .1 .0 .33 166 163 138 0 1

303211N0862029.1 11-17-54 123 275 7.9 70 14 26 17 8.8 -- 169 0 10 3.0 ,3 .0 .87 158 162 138 0 6303211N0862929.1 05-24-57 123 278 7.7 72 16 20 16 7.9 2.6 169 0 8.0 2.5 .3 .3 .19 164 163 131 0 3303241N0864017.1 09-21-62 128 890 8.0 72 12 4.0 1.9 135 6.0 302 0 .0 45 1.6 1.7 .03 380 388 18 0 5303241N0804617.1 07-15-63 125 060 7.8 68 11 4.0 4.4 140 5.1 290 0 .4 46 1.0 .7 .32 352 380 28 0 5303241N0804817.1 08-30-06 128 860 7.9 -- 12 2.7 2.0 138 5.1 308 0 .4 44 1.4 .3 .17 342 358 14 0 8

303241N0864617.1 08-16-66 128 581 7,7 -- 13 3.1 2.0 127 4.9 296 0 .4 44 1.8 1.2 .20 370 343 16 0 5303241N0864017.1 08-29-67 125 880 8.2 -- 11 3.1 1.9 132 4.8 298 0 .4 44 15, .9 .42 348 347 16 0 0303431N0862684.1 10-06-49 130 230 7.8 -- 14 19 11 1 -- 140 0 5.0 2.6 ,. .2 .75 128 136 93 0 1303431N080264.,1 05-16-50 130 247 7.7 72 12 24 13 8.4 -- 144 0 9.0 2.8 .1 .1 .81 137 140 113 0 2303431N0862045.1 07-30-51 130 251 7.5 68 16 24 14 7.7 -- 147 0 8.1 3.1 .2 .8 .27 135 146 117 0 7

B Calculated Na plus K, reportod as Na.


Specific Dissolved HardnessDate Refer- conduct- Te- Mag- Po- Car- Total soli

Well of ence ance per- Silica Cal- ne- Sodium tas- Biar- ban- Sulfate Chlo- Fluo- Ni- iron Non- Col-number collec- number (micro- pH ature (Si0) cium sium (Na) sium bonate ate (504) ride ride trate (Fe) Residue Cal- Calcium, car- or

tion amho (OF) (Ca) (Mg) (K) (HCO3 ) (CO0) (Cl) (F) (NOS) at ou- magne- ben-at 28"C) 180I C lated stum ate



303431N0862645.1 11-03-52 130 235 7.7 70 12 20 12 B13 -- 140 0 7.2 3.0 0.6 0.8 0.20 130 137 99 0 7303431N0862648.1 08-20-53 130 251 8.4 -- 13 24 14 B10 -- 138 6 9.0 4.8 .2 .2 .20 150 149 117 4 2303431N0862048.1 11-18-54 130 241 7.9 70 13 23 14 B8.1 -- 144 0 9.8 2.8 .1 .2 .20 135 142 115 0 6303431N0862645.1 05-24-57 130 241 7.6 72 13 23 13 6.5 2.3 143 0 7.8 2.2 .2 .1 .31 140 138 111 0 3303431N0886248,1 08-18-60 130 239 7.9 -- 13 25 11 9.0 2.5 144 0 6.3 1.8 .4 .1 .28 141 140 108 0 1

303431N0862045,1 07-05-61 130 239 8.3 72 11 23 13 6.6 2.5 138 2 7.6 2.2 .8 .2 .57 134 137 111 0 2303431N0862645.1 09-06-62 130 241 7.7 72 13 24 13 6.5 2.4 144 0 7.6 2.0 .3 ,1 .14 132 140 114 0 5303431N0862045,1 07-10-63 130 230 7.7 68 12 24 13 7,4 2.6 144 0 7.6 2.0 .1 .0 .18 154 140 112 0 5303431N0862645,1 08-23-68 130 244 7.6 72 12 22 13 8.6 2.5 146 0 8.0 2.0 .1 ,0 .02 110 140 108 0 0303431N0882645.1 06-17-66 130 246 7.6 - 12 22 14 6.2 2.5 145 0 6.6 2.0 .1 .1 .30 146 136 112 0 0

303431N0862645.1 05-24-67 130 240 7.4 -- 12 22 13 6.6 2.4 143 0 7.2 3.0 .2 ,4 .00 128 137 109 0 5303441N082603,91 10-06-49 131 241 7.6 -- 13 24 14 87.3 -- 146 0 9,3 2.5 .1 .2 .03 131 142 117 0 1303441N0862639.1 05-16-50 131 247 7.4 72 11 24 14 s5.8 -- 142 0 9.0 2.8 .1 .2 1.2 131 137 117 0 2303441N0862639.1 11-03-52 131 243 7.06 9 12 24 14 6.7 -- 143 0 9.6 2.6 .3 .4 .11 134 140 117 0 2303441N0862639.1 08-20-53 131 246 8.0 -- 12 23 14 B8.1 -- 145 0 8.0 3.7 .1 .0 .11 142 140 115 0 3

303441N0862839.1 11-18-54 131 241 7.9 70 13 23 14 B8.1 -- 144 0 9.8 2.8 .1 .2 .20 135 142 111 0 6303441N0882639,1 07-30-57 131 240 8.0 72 12 22 14 6,4 2.3 144 0 5.8 2.5 .4 .0 .33 132 136 11i 0 3303441N0882639.1 02-08-59 131 238 7.8 -- 13 27 12 5.4 1.8 143 0 7.4 2.8 .2 .3 .67 130 140 117 I V 5303441N0862839.1 08-18-60 131 224 7.5 - 12 16 8,3 23 3.0 138 0 2.0 3.0 .9 .7 .21 133 135 66 J 1303441N0862639 1 07-05-61 131 242 8.0 72 12 22 15 5.7 2.5 144 0 8.8 2.0 .1 .1 .29 139 139 116 0 3

303441N0802639.1 07-08-62 131 230 7.8 72 12 14 9.0 25 2.8 138 0 2.0 2.5 .9 .4 .38 150 137 72 0 2303441N0862839.1 07-10-63 131 220 7.8 68 12 22 13 8.4 2.4 142 0 6.0 3.0 .3 .0 .31 142 137 110 0 5303441N0862039,1 08-23-65 131 228 7.4 72 1 1 12 7.2 26 2.7 138 0 1.2 2.0 .7 .0 .19 106 132 60 0 0303441N0862639.1 06-17-66 131 235 7.5 -- 12 24 14 5.6 2.2 144 0 0.8 2.0 .1 .0 .09 152 138 18 10 5303441N0862839,1 05-24-87 131 255 7.5 - 13 23 13 5.6 2.2 146 0 6.8 2.0 .1 .2 .00 127 138 112 0 5

303512N0863751.1 10-06-49 134 260 7.7 -- 1 28 13 BB.5 - 154 0 10 3.4 .1 .1 .29 143 155 123 0 2303812N0803751.1 05-15-50 134 265 7.6 71 19 29 13 B6.7 -- 153 0 9.4 3.4 .1 .2 1.2 152 158 126 0 2303512N0863751.1 07-30-51 134 264 6.9 68 17 26 13 10 -- 153 0 9.1 4.2 .1 .2 .75 146 155 118 0 1303812N0863751.1 11-03-82 134 263 7.7 70 10 28 13 8.6 -- 183 0 10 3.8 .2 .4 .21 147 155 123 0 9303512N0863751.1 08-20-53 134 266 7.9 -- 15 27 13 B10 -- 153 0 10 4.5 .2 .1 ,42 188 158 121 0 4


-$

Table 7, Chemiaul Analyseo and Temperatures of Oround Waters in Okalooal County and adjsoent areas--Continued

specific Disoalved Hardne .Date Refer. conduct- Te- MNa- Po- Car- Total d "

well of once anc* pr- Silica Cal- nr-. Sodium ta- Biear- ban- Sulfate Chlo rFluo- Ni- Iron n. Col.number colleo number (micro- pH ature (11UO) aolu s lu (Na) alum bonate *te (a04) ride ride trate (p) Residue Cal- Callcum, carp ortion baho ('F) (Ca) (Mg) () (NCO,) (CO,) (Cl) (F) (NO,) at ou- magne- bonat 2C* ) 180'C | lted slum ate

OKALOOBA COUNTY--Continued

FLORIDAN AQUIFE--Continued

303512N0863751.1 11-22-54 134 258 7.9 70 16 27 13 10 -- 154 0 10 4.0 0.1 0.0 055 1 11 15 121 0 8.03512N0863751.1 05-23-67 134 263 7.7 72 17 26 12 8.4 2.9 154 0 5.2 3B. .3 .2 .48 150 151 114 0 3303512N0863761.1 07-05-61 134 185 8.0 72 11 13 11 86. 2,8 104 0 8.0 4.0 .2 .0 .08 110 110 78 0 0303512N0863781.1 02-04-59 134 280 7.8 -- 1 32 9.2 B. 1. 166 0 8.2 3.0 .2 .0 -- 149 167 118 0 6303612N0863751.1 08-18-60 134 271 7.7 -- 16 29 12 B. 3.0 1 7 0 9.6 3.5 .2 .1 .08 158 159 112 0 5303612N0863751.1 07-16-63 134 240 7.7 68 16 26 13 8.8 3,4 158 0 8.4 4.0 .0 .0 .04 158 165 120 0 5303513N0883751.1 08-23-68 134 260 7.8 72 16 26 12 8.5 2.4 154 0 8.8 3.0 .2 .1 .07 154 153 114 0 0303517N0863801.1 10-06-49 135 270 7.5 -- 16 28 13 11 -- 157 0 12 3.5 .1 .1 .18 150 161 123 0 2303517N0863801.1 06-19-50 135 269 7.7 72 16 27 13 10 - 155 0 10 4.0 .1 .2 .59 152 156 121 0 7303517N08S3801.1 07-30-51 136 266 7.0 68 15 26 13 10 -- 154 0 9.2 3,2 .2 .2 .45 144 13 118 0 2

303517N0883801.1 11-03-52 135 267 7.8 69 11 20 9.6 24 -- 157 0 6.4 3.4 .5 ,A .27 150 153 89 0 4303617N0863801.1 08-20-53 138 274 8.0 -- 15 24 12 16 -- 157 0 9.0 4.5 .2 .0 .40 160 158 109 0 4303517H0863801.1 11-22-54 135 261 7.9 70 15 25 13 13 - 1655 0 11 3.8 .1 ,1 .14 143 167 116 0 6303517N0883801.1 05-23-57 135 267 7.8 72 16 26 13 9.4 2.9 166 0 9.0 3.2 .3 .1 .24 151 157 118 0 3303517N0863801.1 02-04-59 136 260 7.7 -- 16 30 10 9.0 2.3 154 0 9.2 5.0 .2 ,4 .38 163 158 116 0 6303517N0803801.1 08-18-60 1

3B 26

B 7.6 -- 15 30 12 7.4 2.6 154 0 8.8 2.2 .3 .2 .06 105 154 124 0 1303517N0863801.1 07-05-61 135 371 8.1 72 1 2 13 10 2.8 158 0 0 10 3.8 .2 .1 .00 109 109 116 0 2303617N0863801.1 09-06-62 135 258 7.8 72 16 27 12 9.8 2.6 162 0 8.4 4.0 .6 .1 .50 136 155 117 0 5303170863801.1 07-15-63 135 250 7.7 68 16 26 13 10 2.7 166 0 8.0 4,0 .2 ,0 ,70 168 157 118 0 5303517N0863801.1 08-23-66 135 255 7.8 72 15 26 12 9.6 2.5 154 0 9.2 3.0 .2 .0 .15 160 154 114 0 0

303817?0863801.1 06-16-66 135 263 7.7 -- 1 25 12 9,8 2.4 166 0 7.6 3.0 .2 .0 .13 172 12 112 0 0303617N0863801.1 05-25-67 135 269 8.0 -- 14 26 12 11 2.6 154 0 6.4 4.0 .3 ,0 .34 144 153 115 0 0303733N0864410.1 10-06-4B 138 466 7.9 -- 23 16 8.9 79 -- 228 0 8.0 36 .4 ,4 .53 274 282 74 0 4303733N0864410.1 06-15-50 138 460 7.4 72 18 14 8.1 79 -- 315 0 6.3 39 .5 .2 3.0 268 271 6B 0 7303733N0864410.1 07-30-81 138 480 7.3 71 21 14 8.6 80 -- 22233 0 4.8 40 .4 0. .54 273 279 70 0 10303733N0864410.1 11-03-52 138 461 7.6 69 21 18 8.4 77 - 221 0 6.1 38 .4 .4 .22 270 273 72 0 1303733N0864410.1 0-20-63 138 472 8.2 -- 19 13 8.6 81 -- 224 0 6.0 38 .4 .2 1.2 283 277 68 0 23303733N0864410.1 11-22-54 138 454 8.0 70 20 18 7.7 79 -- 222 0 6.0 37 .4 .2 .12 276 274 69 0 B303733N0864410.1 08-29-57 138 472 8.0 72 22 16 7.8 76 8.4 228 0 8.5 38 .6 .5 .25 274 287 72 0 3303733N0864410.1 08-18-60 138 465 8.1 -- 20 16 10 74 5.0 220 0 4.9 37 .5 .6 .00 271 279 81 0 18 Caloulated Na plus K, reported ao Na.

Table 7. Chemical Analyses and Temperatures of Ground Waters in Okalooaa County and adjacent areas--Continued

Specific Dissolved HardnessDate Refer- conduot- Tem- Mag- Po- Car- Total o

well of enoe anoe per- Silia Cal- ne- Sodium ta Bar- bon- Sulate Chlo- Fluo- Ni- iron Non- Col-number coll- umber (miro- pH aturo (5 i0,) cium ium (Na) sium bonate ate (SO,) ride ride trato (Fe) Residue Cal- Calcium, ar- or

tion mhoa (OF) (Ca) (MgK)(K) (HCO) (COC) (Cl) (F) (NO8) at cu- nagne- bon-at 25"C) 180oC lated aum ate



30373318084410,1 09-10-62 1368 01 7.0 72 22 14 8.0 84 5.1 224 0 5.2 38 0,6 0,1 0.01 290 287 68 0 3303733N0884410,1 08-23-65 138 430 8.1 72 22 14 8.0 76 4.7 224 0 4.8 38 .5 .1 .03 276 278 68 0 0303733N0864410.1 05-26-67 188 460 8.2 -- 20 14 8.2 77 5.0 220 0 4.0 38 .5 ,0 .12 271 276 70 0 0303745N0884421.1 10-06-49 140 468 7.8 -- 21 14 8.6 76 -- 216 0 6.4 35 .4 .6 .07 264 268 70 0 6303745N0864421,1 05-18-50 140 469 7.4 72 23 15 7.8 78 -- 218 0 6.1 38 .4 .1 .59 278 275 70 0 2

303745N0864421.1 07-30-51 140 454 7.2 72 22 14 8.2 B79 -- 219 0 5.8 37 .6 .4 .20 269 275 69 0 2303745N0864421.1 11-03-52 140 466 7.6 68 22 14 8.3 877 -- 218 0 6.1 3 . .4 .4 .29 273 271 69 0 2303745N0864421.1 08-20-53 140 478 8.1 -- 20 12 9.56 81 -- 222 0 5.5 40 .3 .1 .12 287 277 69 0 3303745N0864421.1 11-22-54 140 487 8.0 70 20 14 8.5 B82 -- 224 0 6.8 40 .4 .0 .44 284 282 70 0 9303745N0864421.1 05-29-57 140 474 8.1 72 22 14 7.8 78 5.5 226 0 4.8 39 .. .6 .48 279 283 67 0 3

303745N0864421.1 02-04-59 140 451 7.9 -- 21 17 6.2 73 4.3 223 0 5.1 38 .1 .6 -- 270 275 68 0 8303745H0864421.1 08-18-60 140 488 8.4 -- 16 13 6.9 84 4.9 208 12 .1 34 .7 .7 .49 278 274 01 0 6303745N0864421.1 07-05-81 140 466 8.0 72 20 13 9.1 77 6.4 222 0 5.2 38 .4 .1 .23 286 277 70 0 330374580884421.1 09-20-62 140 452 7.8 72 19 15 7.4 74 5.0 216 0 2.8 37 .8 .1 .07 258 267 68 0 5303745N0884421.1 07-15-63 140 450 .7.0 88 20 14 8.0 87 5.3 224 0 9.2 40 .2 .0 .05 282 294 68 0 5

303745N0864421.1 08-23-65 140 430 7.9 72 20 13 7.5 77 5.2 224 0 5.6 ' 37 .6 .1 .10 278 277 64 0 0303748N0884421.1 00-16-66 140 460 7.5 -- 22 14 7.8 73 4.9 224 0 3.6 38 .8 .0 .09 294 274 86 0 5303745N0864421.1 05-26-67 140 467 8.2 -- 14 12 7,8 80 6.0 226 0 .0 40 .5 .0 .58 268 271 62 0 0303820N0862418.1 08-24-68 141 200 7.8 -- 11 16 7.2 15 3.1 121 0 .0 3.0 .9 .0 .67 98 116 64 0 030382008862418.1 06-17-66 141 209 7.5 -- 11 22 11 8.8 2.0 126 0 7.6 2.0 .8 .0 .18 140 124 100 0 5

303820N0862418.1 05-25-67 141 210 7.2 -- 11 18 9.1 10 2.3 120 0 3.6 3.5 .6 ,0 .23 121 117 83 0 8303849N0883141.1 10-06-49 143 270 7.7 -- 14 29 18 94.4 -- 163 0 9.8 2.8 .0 .0 .29 146 166 138 0 2303849N0863141.1 05-10-50 143 287 7.4 72 16 32 18 84.6 -- 161 0 11 5.6 .1 .1 3.1 181 163 142 0 2303849N0883141,1 07-30-51 143 274 7.1 69 14 30 16 81.9 -- 11 0 8.6 2.8 .1 .1 .25 148 152 141 0 330384980883141.1 11-03-52 143 273 7.7 70 13 29 16 B3.6 -- 160 0 9.7 2.9 .2 .1 .20 149 184 138 7 2

303849N0883141.1 11-22-54 143 261 7.9 70 12 28 15 B6.5 -- 160 0 9.0 3.5 .1 .0 .23 162 183 132 0 8303849N0863141.1 08-24-57 143 270 7.8 72 16 29 15 3.8 2.1 183 0 8.2 2.8 .2 .1 .08 145 187 134 0 3303848H0863141.1 02-04-59 143 268 7.8 -- 14 30 14 4.4 1.3 164 0 8.4 4.0 .0 .1 .09 151 187 132 0 430384980863141.1 07-05-61 143 271 8.0 72 13 29 15 3.8 2.0 162 0 9.2 2.4 .2 .0 .11 154 185 134 1 0303849N0863141.1 09-08-62 143 203 8.0 72 14 28 14 3.9 1.7 160 0 8.0 3.0 .2 .1 .01 134 183 130 0 6


Table 7 Chealoil Analyses and Temperatures oft round Vaters In Okaloosa County and adisont Asrse--Cont4nued

Date Refer. out Tea- Mag o. Car- Total tsolved 4

ardnessWell oa I nae n oos per. - ilia Cal- na.- sodiau tia- Boiai- bon- sulfate Chlo- FluO- N .- iron -" --- • CO l-inu(ber olens- (a p1 tUr (010)alo lu i (Na) Itun bonr s t a (804) ride ride trtel (Pi) ReaNdu Cal- Calciuml oar- ori" a (s) (CA) (Mg) w) (<CO) (CO (Cl) (NO,) at u- Sag- bo -1

t 2C) 1804BO'C lated sium* atOKAOOSA COUNTY--Contlnued

FLORIDAN AQUIFR--Continusd

303840N1863141.1 07-16-63 143 350 7.9 68 14 27 16 3.7 1. 6 180 0 7.6 4,0 0. 0,0 o ,06 10s 153 134 3 530384980863141.1 08-34-68 14 8 7. 1 4 5.6 3.0 186 0 7,8 3 0 .1 .0 18 148 132 0 030384890863141.1 06.16-06 143 383 7.5 - 13 37 14 8.1 1 9 188 0 6.6 3.0 . .0 .13 192 150 15 0 030388490863141.1 058-2-67 143 258 7.6 - 13 27 15 4.4 188 0 7. 4. . 0 .11 14 150 130 0 0303854M0863149.1 10-08-49 144 393 7.6 - 13 33 16 84. - 167 0 14 4.1 .1 0 70 160 16 148 0 230385400863149.1 05-16-50 144 284 7.0 71 13 33 16 81.9 . 16 0 11 3 , .0 ,a 4 153 15 8 148 030384)10883149.1 07-30-81 144 984 7.3 69 13 23 18 8. -- 148 0 8.3 3. .8 . .5 138 144 194303B8540B8314B.l 11.03-83 144 1B6 8.7 68 7.7 18 8.6 88.7 - 91 5 7,8 3.9 .3 . .,21 98 103 77 0 3303854N0863149.1 08-20-53 144 274 8.1 - 13 23 16 8.0 - 163 0 9.5 3.6 .0 .0 .16 146 188 136 9 3303854N063149.1 11-21-64 144 366 7.9 70 13 38 16 86.1 -- 163 0 9.6 3.5 .1 .0 .61 153 157 136 3 4303854N0863149.1 05-34-57 144 236 7.6 73 15 37 15 4.6 3.3 160 0 8.0 3.8 .3 .0 .u10 1B 154 139 0 3303854N0863149.1 02-04-59 144 268 7.8 - 14 81 . . 1 0 4 -- 1 159 13 0 7303854X0863149.1 07-05-61 144 360 8.0 73 13 36 15 4.5 231 158 0 8.0 ,a0 , .0 .41 150 148 1303884N0863148.1 09-08-63 144 367 8.0 73 13 36 14 5,3 19. 160 0 68, 3,0 .2 .0 .01 173 1i 5 130 0 030368410863149.1 07-16-63 144 360 7.9 66 14 28 18 4,6 1.0 164 0 8.0 4.0 .4 ,0 .09 186 158 138 8303854N08l3149.1 08-24-6l 144 378 7.7 - 13 29 14 4.7 1.9 10 0 8.4 4.0 ,1 ,0 03 142 154 130 0 0303854N0863149.1 06-16-66 144 370 7.7 - 13 28 15 4.4 1.9 164 0 7.6 3.0 .1 .0 .03 182 154 132 0 030385410883149.1 08-26-67 144 378 7.7 -- 13 27 15 4.7 1,9 160 0 7.2 4.0 .2 .0 .03 142 153 129 0 0304040N083415.1 08-5-6588 149 247 7.4 14 23 11 9.1 2.4 138 0 9.4 3,0 .1 .0 .33 16 139 100 0 0304040N0863415.1 06-20-66 149 240 7.4 .- 15 23 11 9.83 4 140 0 8.8 3.5 ,. .0 1.8 154 139 10o 0 0304040N0863415.1 05-6-67 149 348 7.3 -- 13 34 11 6.7 3.3 139 0 7.2 3.5 .2 .0 .1 139 136 108 030405N0088343.,1 03-04-58 151 333 8.0 1- 2.1 6 9.0 8,6 2,3 140 0 8.4 3.5 .3 .3 .30 127 139 102 0 6304050N0863453.1 07-10-63 151 230 7.7 66 1 10 13 10 .8 140 0 . 4.0 .4 ,0 .44 138 140 98 030405010863453.1 08-26-67 151 260 7.1 -- 14 24 1 7, 3.2 138 0 9. 3.5 .2 .0 .69 140 140 106 0 030413210884050.1 01-10-68 158 397 7.8 -- 14 12 6.8 49 4.4 186 0 5.8 11 .6 .0 -- 181 196 89 0 10304345NO084805.1 01-11-68 154 31 7.98 3 18 16 8.3 39 7.0 177 0 6.0 10 .5 .1 -- 190 193 74 0 030441310863710.1 07-12-67 189 360 7.9 74 17 30 13 5.4 .5 188 0 .0 3. .2 .0 -- 1 8 13 18 0 0304518N0863340.1 13-07-66 161 308 7,7 -- 16 35 10 3.8 1.7 144 0 14 3.8 . .1 -- 15 164 128 10 5304518N083340.1 13-07-66 161 318 7.7 -- 18 27 6.8 3.7 1.5 138 0 8.2 3.0 .2 .0 -- 14 130 104 0 0304516O1t63340.1 13-07-661 61 309 7.9 - 15 3 10 39 1.5 118 0 9.2 3.0 .2 .0 -- 13 138 111 14 0

B Caloulatsd )a plus K, reported ao )a.


Specific Dissolved HardnessDate Refer- conduct- Tem- Ha- Po- Car- Total solid

ell of ence ance per- Silica Cal- ne- Sodium tas- Bicar- bon- Sulfate Chlo- Fluo- Ni- iron on- Col-number colleo- number (micro- pH ature (SiaO) aium sium (Na) -ium bonate ate (804) ride ride trate (Fe) Residue Cal- Calium, car- or

tion mhos ('F) (Ca) (Mf) (K) (HCOe) (CO)) (C ) (F) (NOg) at u- magne- bon-at 25'C) 180'C lated su ate



30418N0863340.1 12-07-60 161 222 7.7 -- 16 2 8.9 2.6 1.6 126 0 8.9 3.0 0.2 00 -- 126 131 106 3 0304518N0863340.1 12-08-66 161 210 7.8 -- 18 26 8.6 2.6 1.5 120 0 9.0 2,8 .2 .0 -- 123 12 100o 2 0304518N0863340.1 12-12-66 161 209 7.9 74 16 27 8,7 2.7 1.5 116 0 8.8 4.0 .2 .1 -- 120 126 104 8 0304037N0863406.1 01-10-68 162 233 7.7 76 16 27 11 4.2 1.8 137 0 8.7 3.0 .2 .0 -- 135 139 112 0 0304541N0863407.1 01-10-68 163 232 8.1 77 18 26 11 2.9 1.0 136 0 8.2 3.0 .2 .0 -- 132 135 110 0 0

304801N0864031.1 08-08-68 167 397 7.8 -- 22 11 6.4 64 6.0 192 0 4.0 28 .7 .0 -- 221 234 S4 0 5305530N0863227.1 01-11-68 170 202 7.7 63 9.6 24 10 1.6 .6 116 0 8.0 3.0 .3 .2 0.00 110 118 102 6 530SS37N0864120.1 07-05-68 182 292 7.6 -- 12 30 13 11 5.9 176 0 8.0 6.0 .3 .0 -- 172 174 129 0 0305615N0862848.1 01-11-68 183 218 7.7 59 9.1 29 9.0 1.5 .6 122 0 10 3.0 .2 .0 .01 118 123 110 10 5305743N0863848.1 07-05-68 188 256 7.8 -- 14 32 10 4.9 2.1 161 0 8.6 2.0 .2 .1 -- 181 1S0 121 0 0308712N0864034.1 01-11-68 189 268 7.6 59 17 35 9.4 5.0 3.9 188 0 8.0 3.0 .2 .0 .01 184 160 126 0 10

SAND AND GRAVEL AQUIFER

302303N0862680.1 11-07-60 2 65 5.7 -- 4.1 1.8 1.0 7.0 0,3 11 0 2.0 12. 0.1 0.1 4.3 31 38 8 0 4302303N0862680.1 08-18-65 2 63 6.7 72 2.8 2.5 1.0 7.2 .0 12 0 .0 14 . 0 .1 2.9 32 34 10 0 0302303N0862650.1 06-13-66 2 03 6.7 -- 3.8 2.4 1.1 6.5 .4 10 0 .0 12 .0 .0 4.7 58 31 10 2 25302317N0863130.1 08-25-56 8 249 6.7 78 7.9 18 6.1 19 -- 84 0 17 35 .1 .6 .47 173 188 70 26 200302317N0883130.1 08-23-60 8 308 6.9 -- 14 32 8.8 20 2.3 82 0 28 38 .3 1.0 .18 208 179 104 37 38

302317N0863130.1 08-10-08 5 180 6.8 72 9.6 18 2.4 12 1.4 82 0 13 20 .2 1.3 .29 108 104 85 20302317N0863130.2 05-23-87 6 671 6.7 72 8.6 19 14. 80 4.8 66 0 29 184 .8 1.0 .25 428 344 105 51 270302317N0863130.2 02-01-50 6 276 6.6 -- 15 31 4.7 10 2.4 41 0 64 24 .2 .0 .99 180 172 97 84 19302317N0863130.2 08-16-68 6 219 7.3 -- ,7.6 24 4.5 12 .9 85 0 7.0 21 1 .4 .96 132 120 78 9 20302316N0863222.1 05-23-87 7 149 7.1 72 4.4 17 2.3 8.4 .8 56 0 8.8 15 .2 .3 .36 96 85 52 6 65

302319N0863222.1 10-03-00 7 143 7.4 74 4.3 20 1.0 7.1 .0 60 0 4.0 14 .1 .0 .08 97 81 54 8 30302319N0863222.1 07-29-65 7 100 7.6 72 4.5 19 2.0 8.2 .4 62 0 5.6 14 .2 .2 .20 82 88 86 4 0302328N0863332.1 08-2M-60 9 248 7.4 -- 11 17 5.2 22 .8 60 0 8.8 37 .1 1.9 .08 180 134 64 15 6302328N0863332.1 08-16-68 9 188 6.9 72 6.6 17 2.1 9.4 1.0 55 0 7.2 16 .0 .4 .04 84 87 51 6 0302328N0863332.2 02-01-59 9 217 7.5 -- 6.6 18 2.2 20 .9 84 0 8.9 35 .0 1.0 .08 120 120 54 10 2

302328N0863332.2 08-16-68 10 147 6.9 72 5.1 16 2.1 8.4 .7 52 0 6.4 15 .0 .0 .02 72 80 48 6 0 0"302334N0863441.1 05-23-57 11 156 6.8 72 4.8 12 2.2 13 1.2 31 0 5.2 24 .2 1.4 .18 92 79 39 14 7302334N0863441.1 10-03-60 11 256 6.9 78 7.5 29 1.3 15 3.0 40 0 44 26 .3 .7 .62 147 150 78 40 17302334N0863441.1 08-10-65 11 159 6.9 72 7.5 16 1.2 11 1.4 38 0 10 18 .1 .1 .10 94 90 45 15 0302343N0863548,1 10-03-60 13 70 6.0 74 5.5 1.6 .7 10 .8 10 0 1.6 14 .1 .9 .60 49 40 7 0 45

B Calculated Na plus K, reportod as Na,

r-

Table 7, Chemical Analyoms and Teoperaturem of Ground Waters In Mkaloosa County and adJaeont arease.-Cont$lud

$petco• • Dissolved Hardne.rDate Refr- oonducat Ten- Mag- Pa. Car- Total soled

Wtll of aneo anoI per- 8lca Cal- ne- Sodium te•- Blcsr- bon-Ssultate Chlo- Fuo- Ni.- iron INo-~ Col-number collo- number (iniro- pH ature (S0l) olum slum (Na) slum bonate ati (8o0) ride ride trate (Fe) Residue Cal- CaaIum, car- or

tlon abos () (Ca) (Mg) (K) (HCOi) (CO,) (C1) (F) (NOv) at ou- mlapg- bon-at 285C) iBO'C lated ium t


SAND AND GRAVEL AQUIFER--Continued

302343N0863548.1 07-28-68 13 120 7.1 72 7.8 1B 1,0 4,6 0.5 47 0 6,4 8,0 0.1 0,1 0.02 72 08 44 8 0302536N0863618,2 07-10-67 40 1180 7. -- 9.0 18 17 198 9.2 152 0 35 280 ,6 ,1 -- 641 642 11 0 80302518N0O84738.1 10-12-64 50 100 8,1 70 9.4 4,6 1,1 12, .2 18 0 1,. 13 15 .2 2.4 106 s6 18 1 40302o18N0B84738,1 11-22-65 80 79 6. 70 9.9 2,5 1,0 7.5 .0 20 0 1.2 12 2 .2 2.7 54 46 10 0 20302518N0864738.1 10-06-66 50 41 4., 70 3.8 1,2 .9 ,34 .6 1 0 4,8 3,8 .1 6.4 3,7 16 25 6 6 5

303218N0864738.1 11-28-87 50 64 8.3 70 4.1 1.5 1.0 7.3 .3 0 0 ,0 13 ,2 .3 .48 50 30 8 8 30302727N0863147.1 05-23-57 72 37 5.3 72 3.7 1.2 .1 3.8 .0 4 0 2.5 6.8 1 .3 ,06 21 20 4 0 3302727N0603147,1 02-04-50 72 86 4. -- 3,7 1.0 1.6 9.2 ,8 0 0 2.8 15 ,0 86, .02 40 41 9 9 3302709N0O63442.2 07-12-67 79 1160 0.0 70 3.9 18 32 166 4.9 4 0 43 320 .2 .1 - 684 580 136 132 5303858N086311,1 10-07-60 90 27 6,2 -- 2.7 . .2 2,8 ,3 5 0 .4 4.8 .1 2.0 .45 21 18 3 0 3

302810N0863641.1 08-10-65 92 25 6.8 72 4,0 2.2 .5 1.7 .4 10 0 .8 2.6 .0 .0 .04 16 17 8 0 0302933N0883032.1 03-03-59 102 38 5.4 -- 4.8 1.6 1.7 1.9 .3 4 0 .0 2.5 .0 8.8 ,01 24 24 11 8 5302933N0803032.1 08-19.80 102 36 5.5 - 4.6 2.6 1,3 1,8 .0 4 0 .1 1.8 .1 8.4 .12 37 23 12 8 030294210863022.1 05-24-57 103 40 5.8 72 4.7 1.8 .7 2.7 .0 I 0 3.0 3.8 .1 6.5 .06 30 26 8 4 3302042N0863022.1 02-05-59 103 53 5.8 4,1 4.2 .4 3,4 .9 5 0 5.6 3.0 .0 6.7 .21 35 31 12 8 2

302942N083022.1 08-18-60 103 46 5.7 - 3.7 3.2 1. 3,1 1.4 5 0 5.7 3.0 .2 4, .04 33 29 17 14 3302943N0863022.1 08-09-65 103 50 6,8 72 2.2 3.0 .6 1,8 .8 6 0 6.0 1.5 .0 3.0 .27 36 22 10 6 0302914N0863113.1 10-07-60 104 41 6.4 -- .8 24 , ,8 .0 10 0 .8 5.5 .1 2.5 2.1 34 19 7 0 3302915N0863124.1 11-16-54 108 288 7.9 70 14 23 14 14 - 15 0 10 3.8 .2 .6 -- 146 187 115 0 18303003N0863027.1 05-23-57 113 82 6.5 79 4,4 2,8 1.3 4.3 .0 12 0 1.0 6;2 .1 5.2 .53 38 31 12 2 2

303003N0863027.1 10-07-80 113 29 6, -- 4,1 .8 ,s 20 .0 7 0 .8 3.5 .1 1.1 .31 17 16 4 0 3303003N0863027.1 08-09-65 113 27 6.5 72 3.1 .4 . 1.2 .0 8 0 .0 3.0 .0 .1 .51 18 12 3 0 0303044N0803510.1 08-30-04 117 24 .6 -- 2.3 1.0 .4 1.5 .4 7 0 .4 3.0 .1 .0 1.2 10 12 4 0 0303044N0863510.1 06-16-66 117 17 5.9 - 1.6 .5 .4 1.3 .3 4 0 .4 2.2 .1 .5 .07 14 9 2 0 0303044N0863510.1 05-25-87 117 27 6.0 -- 3.7 .4 .4 2.7 .2 0 .0 4.2 .1 .4 3.1 0 15 2 0 5

303104N0863822.1 08-30-85 121 21 6.6 -- 7.3 1.2 .3 1.3 .3 8 0 .4 1.5 .0 .1 .11 12 16 4 0 0303:1aenutub348.1 1U-18-6U 124 32 0.1 - 2.8 .4 .1 1,6 .0 13 0 .4 3.2 .1 .1 .28 25 15 2 0 4303311N0884839.1 10-18-60 138 22 8.7 -- 3.8 . .0 1.7 .1 10 0 .4 3.0 .1 .0 .26 17 18 2 0 2303311N0864539.1 08-30-65 18 21 0.5 -- 5.7 1.0 .4 1.5 .2 8 0 .0 2.8 .0 .0 .43 14 16 1 0 0303314$0864537.1 02-08-89 129 29 .8 -- 3. .. .2 1.6 .2 13 0 .0 3.2 .0 7.4 .42 19 23 2 0 7



Specific Dissolved HardnessDate Refer- conduct- Te- ag- Po- Car- Total

Well of ence ance per- Silica Cal- no- Sodium tas- Bicar- bon- Sulfate Chlo- Pluo- Ni- iron on- Col-number calloo- number (micro- pH ature (8O1) cium saum (Na) mium bonate ate (504) ride ride trate (Fe) Residue Cal- Calcium, car- or

tion mhoe (OF) (Ca) (Mg) (K) (HCO3) (COg) (Cl) (F) (NO) at cu- magne- bon-at 25

6C) 180'C lated aium ate



303314N0864837.1 08-18-60 129 26 6.7 -- 3.4 1.2 0.5 1.5 0.0 10 0 0.2 2.8 0.0 0.2 0.08 24 15 5 0 0303314N0884537.1 07-05-61 129 25 0.9 72 4.0 .8 .0 1.7 .0 12 0 .4 1., .0 .0 .17 19 14 2 0 2303528N0863909.1 10-18-60 130 18 5.9 -- 4.8 .4 .1 .9 .0 6 0 .4 1.5 .1 .3 .18 18 11 2 0 3303528N0863909.1 08-30-68 138 14 .2 -- 8.3 .0 .2 1.1 .2 4 0 .0 .8 .0 .2 .10 12 11 1 0 5303528N0863909.2 02-08-59 137 20 6.6 -- 5.0 .6 .1 1.2 .2 10 0 .0 1.5 .0 .8 1.9 20 14 2 0 6

303820N0802418.2 02-05-59 142 28 ,6. -- ..6 ,4 1.0 .8 .1 16 0 .0 1.8 .0 .1 .03 18 18 5 0 3303820N0882418.2 08-18-60 142 31 6.7 -- 3.0 1.8 1.5 1.5 .0 17 0 ,7 .2 .0 ,3 .48 20 17 10 0 2303820N0862418.2 10-18-60 142 21 6.1 -- 2.2 .4 .2 1.6 .0 6 0 .8 3.5 .0 .6 ,13 13 12 2 0 430384380863311.1 08-25-65 145 13 6.3 -- 6.7 1.0 .2 1.0 .0 3 0 .4 1.5 .1 .0 .18 8 11 4 0 10303843N0863311.2 03-24-59 146 16 6.3 72 10 .6 .1 .8 .2 0 0 .0 3.0 .0 .3 .43 16 18 2 0 3

303843N0863311.2 08-18-60 146 19 6.3 -- 4.5 .6 .9 1.8 .0 6 0 .2 1.0 .0 .3 .05 14 12 5 0 1303843N0864417,1 10-18-60 148 22 6.3 -- 8.1 .8 .0 1.3 .2 8 0 .4 2.0 .1 .1 .30 25 17 2 0 4304040N0863416.2 08-18-60 150 18 6.5 - 4.6 1.6 .5 .9 .1 6 0 .0 1.1 .1 .8 .50 21 13 6 1 0304040H0863415.2 10-18-60 150 14 5.9 -- 4.2 .4 .1 1.4 .5 4 0 .4 1.5 .1 .8 .27 17 11 2 0 2304040N0863410.2 09-13-02 150 15 6.0 72 4.4 .4 .2 1.9 .5' 4 0 ,0 3.8 .1 .0 .01 1 13 2 0 3304040N0863415.2 07 65 180 11 6.3 -- 3.6 .2 .2 .. .6 4 0 .0 1. .0 .1 .0 16 9 2 0 0

SANTA ROSA COUNTY

FLORIDAN AQUIFER

802329N0864809.1 01-17-61 1 1280 8.1 70 13 6.4 4.3 278 9.4 292 0 15 286 2.0 3.3 0.06 718 731 34 0 7302329N0884809.1 09-28-62 1 1310 7.9 -- 13 7.2 4.4 276 10 266 0 17 270 1.5 1.3 .05 748 730 38 0 5302329NB064809,1 10-12-64 1 1300 7.9 70 13 4.0 7.8 270 9.8 280 0 16 278 2.0 6.0 .11 784 772 42 0 5302329N0864809,1 10-06-66 1 1300 8.0 70 13 6.2 4.3 278 9.9 280 0 20 278 2.0 4.2 .09 736 751 33 0 8302329N0864809.1 11-29-07 1 1300 8.0 79 14 9.2 4.6 270 9,3 264 0 1 29 1.6 1.0 .50 764 758 46 0 0 0302330N0864820.1 02-02-59 2 1380 8.1 -- 13 14 3.6 265 8e. 270 0 .6 292 1.9 .8 1.0 762 737 50 0 530233090864820.1 08-23-60 2 1360 8.0 -- 13 7.2 5.8 272 8.9 206 0 14 288 1.7 1.5 .13 750 743 42 0 5302330N0804820.1 09-12-60 2 1350 8.1 70 13 8.0 5.4 264 9.4 266 0 10 285 1.7 3,. .05 742 731 42 0 730230•088660021.1 07-28-68 3 800 8.5 72 7.2 3.7 2.0 180 68 256 12 .0 135 1.8 .0 .18 466 474 17 0 030230608605021.1 00-13-60 3 872 8.2 -- 9.3 2.9 2.1 180 7 4 277 0 .2 139 1.6 .1 .18 470 480 16 0 030230BN0695021.1 06-01-07 3 840 8.3 -- 7.8 3.7 1.8 178 7.8 264 4 .0 142 1.6 .0 .43 472 476 18 0 0

tJIw

Table 7, Chemtlol Analyaos and Temperaturas of Oround Waters ti OkaLooao County and adjmaont areas--Continued

Speoliio .Ol.olved HArd.oo.Dates f r- conduct- Tem- Mar- Po- Car- Total *oled Hardu

P11 or 1,or Ind IWell 1of ence ianoe per. I tl Cal. no- Sodium ta- Bloar- bon- sulfate Chlo- Fluo- N- IroAn on- Col-number oollo- number (Maro. pH tur (810l) alum slu (Na) alus boate ate (804) ride ride trate (Fe) Rialdue Cal. Calluam, car- or

tion mboa (') (Ca) (Mg) (K) (0)(C) (l)CO, ( (F) (NO,) at ou. ugns- bon.at 35'C) I80'C latod lium at

SANTA ROSA COUNTY--Continued

SAND ANU ORAVEL AQUIFER

302308N0865051,1 10-03-60 4 61 6.4 78 4.2 3.8 0.4 4.0 0.2 19 0 .4 8,0 0.1 .2 0,44 a5 35 11 0 o6302308N0865051.1 07-28-65 4 52 6.7 72 1,5 2,2 ,6 4.0 .2 10 0 .4 8.8 .1 .3 1.5 12 24 8 0 0302308N0805051.2 07-28-65 5 52 6,8 72 5.7 4.0 ,5 3.1 .2 18 0 ,4 5,8 ,0 .0 ,65 22 30 14 0 0302654N0865359,1 02-05-59 6 20 5,7 -- 8.8 .4 .2 2.7 .0 4 0 .6 3,5 .0 ,1 ,02 19 18 2 0 3302864N0866359.1 08-18-60 6 22 5.7 - 8.0 .8 .2 2, .0 4 0 1,2 2.8 .1 .0 .19 15 1i 3 0 a

302654N0885359.3 08-25-65 7 158 .7 -- 8.5 10 .3 2.0 ,1 4 0 .1 3.5 .1 .0 .38 22 18 4 0 53031160868410.1 08-25-65 8 13 6.2 -- 6.2 1.7 .2 1.4 .2 4 0 .8 2.0 .0 .0 .05 10 15 2 0 0303116N0865410.2 02-05-59 0 15 5.8 - 4.9 .4 1 1,7 .2 4 0 .2 3.2 .1 .9 .37 11 14 2 0 5303118N0865410.1 07-05-61 8 63 4.0 72 2.4 .6 .1 1, .0 0 0 .0 7.2 .0 .0 .37 1 12 2 2 5303209N0864837.1 10-06-49 10 25 6.4 - 6.7 1.7 .5 B4.0 - 7 0 1.6 5.2 .0 .2 .76 21 23 6 0 2

303209N0864837.1 05-15-50 10 25 5.9 89 6.1 1.8 .3 53.0 - 5 0 1.6 4.5 .0 .2 1. 21 20 6 0 3303209N0884837.1 07-30-51 10 20 8.7 68 6.2 .8 .5 2.5 -- 3 0 1,1 3.8 .1 .3 .20 17 17 4 0 2303209N0864837.1 11-03-52 10 17 5.7 70 6.7 ,5 .4 2,2 -- 2 0 1.4 3.2 .0 .2 .18 18 16 3 1 1303209N0864837, 08-20-53 10 18 6.0 - 5.7 .2 .4 B3.1 -- 4 0 1.2 3.0 .0 .2 .03 15 16 2 0 2303209N0864837.1 11-32-54 10 18 *5.6 70 6,5 4 .2 84.3 - 3 0 3.5 3.5 .1 1.2 .03 11 20 2 0 5

303209N0804837.1 05-29-57 10 17 5.7 72 6.8 .4 .2 1.9 .0 4 0 .2 3,2 .1 .1 .07 1 15 2 0 330320910804837.1 02-04-59 10 18 8.2 - 7.0 ,8 .2 .2.2 .0 8 0 .2 22, .0 ,2 .37 13 16 2 0 3303209N0864837.1 08-18-60 10 16 57 -- 5.3 1.4 .4 2.2 .0 3 0 .2 2.5 .0 .6 1.4 17 14 5 2 1303209N0864837.1 08-23-65 10 28 5.0 72 7.3 .6 .2 3.4 .4 2 0 .4 4.5 .0 .1 .13 20 18 1 030321610884830.1 10-06-49 11 20 5.7 -- 7.9 10 .5 4.2 -- 8 0 1 . 3,5 .0 .2 .05 19 23 5 0 2

303216N0864830.1 05-18-50 11 22 5.9 72 6,9 1,2 .5 82.3 -- 4 0 1.6 3,5 .0 .2 1. 19 18 5 0 1303216N0864830.1 07-30-51 11 24 5.9 68 7.6 .8 .3 B.6 -- 4 0 1.7 3.9 .1 .3 .19 20 20 3 0 3303216N0884830.1 11-03-52 11 28 6.1 70 8.2 .8 .4 82.5 - 3 0 1.4 3.6 .0 .2 .64 19 19 4 1 3303216N0864830.1 08-20-53 11 20 6.0 -- 7.1 .4 .5 3.9 - 4 0 15 3.4 .0 .3 .03 18 18 3 0 2303216N0864830.1 11-22-84 11 19 5.9 70 6.6 ,8 .1 4.1 - 4 0 2.5 3.5 . .3 .30 19 20 2 0 6

30321610864830.1 05-29-57 11 19 5.9 72 7.5 .8 .1 1.9 .0 4 0 1.0 2.8 .1 .3 .11 16 16 3 0 330321N0884830.1 02-04-59 11 16 5.8 -- 9.7 .8 0 1,8 .2 4 0 .2 3.2 .1 .9 .02 35 19 2 0 33032610864830.1 08-18-60 11 18 6,2 -- 10 .8 ,6 1. .0 5 0 .5 2.2 .0 .3 ,04 24 19 4 0 230321610864830.1 08-23-65 11 29 6,9 72 7.1 3,5 .3 1. .3 14 0 .4 3,5 .0 .1 .03 24 23 10 0 0303216N0864830.1 06-16-66 11 17 5.4 -- 6.3 .3 .3 1.7 .2 3 0 .4 2.2 .1 .0 ,00 22 13 2 0 0

S Calaulated Na plus K, reported as NS,

Table 7. Chemical Analysee and Temperatures of Ground Watere in Okaloosa County and adjacent aran--Continued

specific Dissolved HardnessDate Refer- oodut- Te- Mag- Po- Car- Total Diol d Hd

Well of ance ance per- Silica Cal- ne- Sodium tas- Bicar- bon- Sulfate Chlo- Flue- Ni- iron on- Col-number oolleo- number (micro- pH ature (SiOx) ium sium (Na) liun bonate ate (80s) ride ride trate (Fe) Residue Cal- Calcium, car- or

tion mhos (IF) (Ca) (Mg) (K) (HCO) (COO) (0C) (P) (NO3) at ou- agmne- bon-t 2C) 180'C lated siu ate

SANTA ROSA COUNTY--Continued


303216N0864830.1 05-29-87 11 15 5.2 - 7.2 0.1 0. 2 1. 0.1 1 0 0.0 3.2 0.1 0. 0 0.10 8 13 2 0 0303504N0863148.1 08-30-51 12 23 6.6 -- 10 .2 2.0o 1.0 3 j 0 4.0 1.5 .0 .0 .49 30 21 2 0 0

WALTON COUNTY

FLORIDAN AQUIFER

301827No080o34.2 04-02-85 2 510 8.4 -- 20 35 2 16 5.2 240 8 0.0 1 0.4 1.4 - 239 192 0 --301827N0860534,2 04-01-65 2 520 7.9 76 18 35 25 18 .2 252 0 .0 20 .4 .5 - - 24 192 0 0301945N086028.1 07-07-68 3 902 7.8 - 15 39 26 106 3.7 198 0 19 182 .5 .1 -- 52 494 210 0 0301946N0880057.1 06-13-63 4 1120 8.0 77 - - - -- - -- - - - .4 - -- - - -- -30205880861432.1 06-19-68 5 276 7.6 74 14 41 6,7 6.2 .7 162 0 .0 16 .2 .1 -- 172 161 132 7 0

302117N0860528.1 05-13-63 6 342 8.0 72 7.3 28 14 24 2.0 140 0 8.4 35 .4 .0 - 14 188 128 14 10302102N0861424.1 07-07-83 7 320 7.8 -- 17 33 14 12 1.6 146 0 .0 34 .4 .0 - 217 184 140 20 5302111N0861434.1 05-13-63 8 304 8.2 72 - -- - -- - - - - .1 - - - - - -- .302214NOS00652.1 06-19-68 9 902 7.7 74 11 24 18 128 4.0 124 0 17 215 .5 .0 -- 580 485 135 34 0302229N0861544.1 07-07-68 10 1480 7.7 -- 14 27 24 246 8.6 164 0 07 362 1.3 1.2 -- 850 842 178 43 0

302229N0861544.1 05-13-63 10 1660 8.2 75 - - - - - - - - - 1.5 - - - -7 1- - -1.302231N0862143.1 07-07-68 11 300 7,7 77 12 21 15 19 3.8 146 0 18 10 .5 .1 -- 16 174 116 0 0302357N0881007.1 05-13-63 12 1920 8.2 76 - - - - - - -- - - .6 - -- - - - - -303041N0862037.1 08-23-65 13 230 7.4 72 13 20 11 7.9 2.7 132 0 8.4 2.0 .2 .0 0.37 116 130 95 0 0303049N0862037.1 06-16-66 13 232 7,4 - 15 21 11 8.2 2.7 132 0 7.6 1.0 .2 .0 .64 150 132 98 0 0

303049N0862037.1 08-25-67 13 235 7.3 -- 13 21 11 8.4 2.8 130 0 7.0 3.5 .3 .0 .49 130 132 98 0 0303103N0862010.1 08-23-60 17 237 8.2 -- 14 23 12 8.0 2.4 143 0 7.5 1.0 .3 .3 .17 137 139 107 0 1303103N0862010.1 07-18-61 17 236 7.9 72 15 22 13 8.3 2.8 144 0 0.0 3.0 .3 .0 .36 141 141 10 0 0303103N8O82010.1 09-11-62 17 232 8.0 72 15 24 11 8.2 2,7 138 0 8.0 2.5 .3 .0 .03 181 140 105 0 3303103N0862010.1 07-12-63 17 220 7.7 72 13 22 12 7.3 2.9 140 0 7.6 3.0 .3 .0 1.1 138 137 106 0 5

303103N0862010.2 08-24-65 18 220 7.5 - 14 22 12 8.0 3.0 138 0 8.8 5.0 .2 .0 .08 134 141 104 0 0303103N0862010.2 06-16-66 18 235 7.5 -- 18 21 12 1.6 2,8 136 0 7.2 3.0 .2 .0 ,11 154 130 102 0 03031030N862010.2 05-25-67 18 240 7.4 - 14 23 12 7.6 2.9 140 0 7.6 3.0 .2 .0 1.1 131 140 108 0 0303443N0861939.1 08-23-60 19 232 7.5 - 15 24 11 9.8 3.1 138 0 7.7 6.0 .3 .5 .05 135 145 105 0 3303443N0861939.1 07-18-61 19 236 7.9 72 13 22 12 10 3.0 138 0 8.4 2.2 .2 .1 .19 146 139 104 0 3

Table 7. Chemical Analyeo aond Teperiatures of OQrowd Waters in Oksloole County an4 adjacent are.s--Continued

Date Refer- uot*a D rolvd HardnessDate not 4- Tem- Nag- Fo- Car. Total--lU ot Men m0M per.- I alita l no(- sodium ta Bleamr. boan- ulfItoI Chlo- Fluo- -i- irnon- Col-number coleo- number mio- pH r atir ,) alum lum (N" ) ium baonate o (a30) rid, ride trate (Fre) Reidue Cal Calcium, cr- ortion aha. I (C) (cA) ()) ( ) ( ) (Cl) () (NO() at amagn ban-at 25C) 180'C lated ilum ate

WALTON COUNTY--Continued

FORIDAN AQUIFER--Continued

S303443N081930.1 07.13-63 19 220 7,9 71 14 21 11 9,4 2.9 136 0 7.0 3,0 0.3 0,0 0.22 184 137 100 0 5303443N080193901 08-31-65 1 2380 7,7 -- 143 29 1 9.3 2.9 138 0 8,0 4,0 .2 .1 .3 130 138 100 0 0303441N0881939.1 00-61-60 19 238 7.4 -- 14 21 11 9,3 310 140 0 7.2 3.0 .1 .0 .13 116 138 BE 0 0303443N0881939.1 05-23-67 19 940 7.4 -- 13 21 11 9.6 2.9 135 0 7.2 3.0 .3 .0 .27 130 135 96 0304044N0862116.1 10-06-49 28 251 7.7 -- 16 37 15 84., 150 0 11 3.0 .1 .0 11 134 151 1 29 1 33040445086116.1 05-16-0 28 251 8,1 72 11 27 14 4, -- 145 0 8.5 4.0 .1 .1 .94 139 142 125 6 3304044N0816116.1 07-30-51 28 28 9 7,3 as 15 28 15 3.1 -- 146 0 10 5.5 .2 .0 ,o4 141 149 132 12 330404410862116.1 11-03-52 28 251 8,0 70 16 27 1 6 - 147 0 9.3 3.0 .1 .0 .11 138 148 129 9 5304044N08e6116.1 08-20-53 28 254 8.1 -- 14 25 14 58,4 149 0 9.6 4,0 .1 .0 .10 144 148 130 0 9304044N0862116.1 11-18-54 28 248 7.9 70 15 25 1 35 8,4 141 0 10 3.5 .2 .0 .,0 135 148 124 a23040440862116.1 05-24-57 28 244 7. 71 10 4 14 4. 1.8 145 0 8.2 2,5 .1 ,1 .1 137 142 118 0 3304044N0862116.1 02-05-59 28 49 7.9 16 29 12 4.0 1,0 150 0 8.0 3.0 .1 .1 ,04 141 147 122 0 330404400802116.1 08-1.-60 8 251 8,0 : 18 24 16 4.0 1,8 152 0 8.2 2.0 , .1 .8 145 149 1

l26 2304044N0862116.1 07-05-61 28 219 7.9 72 13 24 9.1 7,3 21 132 0 4.4 3,0 .4 .0 189 1 127 96 O 0300444N0802116.1 09-06-62 28 248 8,0 72 17 26 14 4.7 1.5 14 0 7.0 2.5 , .0 .01 146 147 122 1 3

304044N086211.1 07-10-93 98 200 7,6 68 10 19 11 8.4 2.1 126 0 3.6 2.0 ,4 0 .16 114 118 94 o0304044N0862116.1 18-14-6 28 250 7.9 - 15 7 14 3.8 210 15 0 8,8 25 .1 .0 .,0 130 147 112 2 03040441.862116.1 06.16-68 28 142 7.8 -- 16 26 15 4.1 1.9 165 0 7.6 3.0 ,1 ,0 ,11 162 149 126 2 0304044N0862116.1 05-25-67 98 251 7.7 15 25 14 3.9 1. 148 0 8,0 3.0 ,2 .0 .25 135 144 120 0 0304055N0862114.1 0-06-49 29 46 7 -- 1 127 14 2B54 -- 148 0 11 2.5 .1 .0 .08 134 149 125 4 13040N98086289114.1 05-16-50 29 190 7.8 71 6,7 15 11 6, 103 0 7.4 3.0 .2 .2 .40 100 101 83 0 330405580862114.1 07-30-51 29 251 7,3 69 16 26 14 5s,' - 147 0 9.1 3.2 .0 .3 .18 138 146 121 2 3304055N08a2114.1 11-03-52 29 249 7.7 69 15 26 14 5'2 146 0 10 2.5 .0 .1 ,18 138 145 122 3 2304055N0862114.1 08-20-53 29 251 8.2 -- 14 4 15 56.4 -- 146 0 9.5 4 .1 .0 .05 142 145 122 2 23040NBB062114.1 11-17-54 29 181 6.1 70 12 17 9,9 38,0 -. 107 0 7.6 3.0 ,2 .3 .26 10 1 Il 83 0 73040550N862114.1 05-24-57 29 247 7.9 72 18 20 13 4.4 1.7 145 0 10 2.5 .2 .0 .09 153 147 118 0 3304055N0862114.1 02-015-50 9 245 7.8 -- 15 29 12 3.8 1.4 148 0 8.8 2,0 . -- 139 145 122 0 4304055N0882114.1 08-18-60 29 21 8,0 2-- s 14 4.

2 1.4 149 0 7,5 4.0 . .1 .66 149 148 130 8 0304055N0882114.1 07-05-81 29 247 8.1 72 14 36 13 4,2 2.0 148 0 9,1 2.0 .1 .0 .21 148 144 11 0 4304055N0862114.1 09-13-62 29 243 7.9 72 15 26 13 4.9 1.9 144 0 7,1 3,0 .1 .1 .1 157 142 118 0 2B Calaulated Na plus i, reported as Na.


Specific Dissolved HardnessDate Refer- conduct- Tem- Mag- Po- Car- Total solid _

Well of once ance per- Silia Cal ne- Sodium tas- Bicar- bon- Sulfate Chlo- Fluo- Ni- iron Non- Col-number oollec- number (micro- pH ature (siol) oium slum (Na) sium bonate ate (804) ride ride trate (Fe) Residue Cal- Calcium, car- or

tion hos (F) (C) (M) () C) (HCOI) (CO,) (Cl) (F) (NOg) at ou- magne- bon-at 25'C) ,• 'C lated sium ate

WALTON COUNTY--Continued


304055NOB6214.1 07-10-63 29 240 7.9 68 15 26 16 3.6 1.8 148 0 9.2 3.0 0.0 0.0 o,0 156 147 128 6 5304055N0B62114.1 08-24-65 29 250 7.7 -- 14 24 12 5.1 1.7 144 0 8,8 2.0 .1 .0 .05 118 138 110 0 0304055N0862114.1 06-16-66 29 240 7.6 -- 15 25 14 4.3 1.8 146 0 6.8 2.0 .2 .0 .11 160 141 120 0 0304358N081208.1 07-04-68 32 180 7.8 72 21 24 4.4 6.3 1.6 100 0 8,0 6.5 .2 .1 -- 122 121 78 0 0304643N0861830.1 07-04-68 37 238 7.8 -- 14 26 1 2.0 1.3 145 0 8.0 3.5 .2 .1 - 138 141 126 a 0

305110N0861648.1 07-04-68 41 210 7,8 -- 16 27 8.6 2.0 1.2 124 0 8.0 3.5 .2 .0 -- 126 126 103 2 0305336N0862154.1 07-04-68 42 220 7.7 76 11 26 12 1.8 .4 132 0 10 2.5 .2 .1 -- 130 129 114 6 0305804N0861809.1 07-04-68 46 210 7.8 -- 8,7 21 14 1.8 .3 135 0 4.0 2.5 .2 .0 - 11 120 110 0 0

BAND AND GRAVEL AQUIFER

303049N0862037.2 02-03-59 14 37 6.5 -- .61 3.4 0,2 1.8 0.2 13 0 2.0 5.0 0.0 0.8 0.25 25 25 10 0 2303049N0862037.2 08-23-60 14 38 6. -- 4.4 4,0 .7 2.9 .0 12 0 2.2 3.2 .1 .3 .32 32 24 13 3 1303020N086140814 8-23-68 15 13 6.3 72 3.4 .2 .2 1.6 .4 2 0 .8 2.0 .0 .0 .07 6 10 2 0 0303144N0861922.1 08-24-65 16 16 6.4 -- 2.3 1.2 .4 1.2 .3 4 0 ,4 2.0 .0 .2 .26 6 11 4 1 0303450N0861918.0181 07-18-61 20 27 6,9 72 4.2 .6 .1 1.4 .0 12 0 .4 1.0 .0 .0 2.1 26 14 2 0 1

303943N0861702.1 08-26-86 21 13 6.9 -- 77 .6 .2 .8 1.4 6 0 ,4 1,0 .0 .1 .06 22 16 2 0 0303943N0861702.2 02-06-59 22 62 5.9 -- 6.7 1.8 1.2 7.5 .3 4 0 .0 6.0 .0 20 .07 80 45 10 6 3303943N0861702.2 08-18-60 22 76 6.3 - 7,1 2.6 2.1 8..0 .3 6 0 .2 5.8 .1 20 .07 52 49 15 10 0303948N0862057.1 11-08-60 23 28 6.0 -- 566 .6 .6 .8 .0 13 0 ,8 2.0 .1 .2 .22 32 17 4 0 a303946N0862057.1 08-31-60 23 24 6.5 -- 4.8 .2 .2 1.0 ,0 8 0 .0 2.2 .0 .0 .79 8 12 4 0 0

303952N0862027.1 10-12-60 24 22 6.3 - .9 1.4 .4 .8 ,0 10 0 .4 1.5 .0 .1 .36 19 11 0 4304006N0802030.1 08-30-65 25 18 6.6 - 9.3 .3 ,3 1,1 .5 6 0 .4 1.8 .0 .1 .20 22 17 2 0 0304023N0862038.1 11-08-60 27 14 5.6 -- 5.2 .4 .2 1.0 .2 4 0 .4 .8 .1 .6 .17 16 11 2 0 10304023N0862038.1 08-30-65 27 23 6.5 -" 61 .6 1.0 1.7 .2 6 0 .8 .0 .0 2.2 .76 10 15 6 0 0304101N0861902.1 10-12-6 0 30 118 7.1 -- 40 13 1.8 8.6 2.4 68 0 .4 4.0 .1 .2 .10 69 68 40 0 4

304101N0861902.1 08-31-66 30 160 7.7 -- 22 18 6.7 6.0 2.1 96 0 4,4 2.5 .1 .1 .11 110 108 68 0 0304120N0861952.1 08-30-68 31 225 8.0 -- 1 26 11 3.5 2.3 141 0 6.0 2.0 .1 .0 .30 16I 125 108 0 0304440N0861851.1 01-11-68 33 46 6.7 63 11 3.4 .8 2.1 1.1 15 0 5.6 2.0 .1 .0 .01 31 34 12 0 5304443N0861829.1 07-04-68 34 19 8.4 -- .01 .1 .1 1.0 1.3 6 0 .0 1.s .2 .0 -- 14 1 0 0 0

SHALLOW ARTESIAN AQUIFER

301827NB6034.1 03-31-65 1 22000 7.7 73 13 188 152 14280 170 200 0 938 730 0.6 16 3900 2630 2470 10

(SI


Table 8. Logs of selected wells in Okaloosa County and adjacentareas--continued.

Report well reference number 12. W-2537.

Florida State Road Department, Ft. Walton, Wayside Park, Fla. Elevation12 ft. Drilled by Gray Artesian Well Company, 1951. Logged by driller.*

Thickness DepthMaterials (feet) (feet)

Sand, white, fine 20 20

Sand, white, medium 20 40

Sand, cream, fine to coarse 100 140

Sand, black; fragments of wood 20 160

Sand, cream, fine to coarse 20 180

Sand; shell fragments; clay 40 220

Clay; sand 60 280

Clay; sand; fossil fragments 60 340

Clay; sand; fogsil fragments; gravel 130 470

Limestone, cream, porous 20 490

Limestone, cream, chalky 140 630

Limestone, light brown, hard 103 743

Casing: 5-in to 479 ft; open hole from 479 to 743 ft.

*Note: Detailed paleontology of geology available from Bureau of Geology.




Okaloosa Island Authority, Okaloosa County, Fla. Elevation 8 feet.Drilled by Layne-Central Company, 1967. Tentative stratigraphicassignments by J. B. Foster.


HOLOCENE BEACH DEPOSITS

Sand, white, fine to medium, frosted; 20 20few phosphorite grains

TERRACE DEPOSITS AND MIOCENECOARSE CIASTICS UNDIFFERENTIATED

Sand, white to tan, very fine to medium, 23 43frosted, grains stained tan

Same as above; shell fragments 22 65

Sand, white to light gray, very fine to 23 88coarse, cemented by 10% white clay

Sand, light gray, fine to coarse, partly 45 133cemented by 5% white clay; shellfragments; foraminifera

Sand, gray, fine to coarse; 10% gray clay; 22 155shell; foraminifera; phosphorite

Sand, gray to black, very fine to very 113 268

coarse, 10% clay; fine black phos-phorite sand; shell; foraminifera

Sand, light gray to brown, fine to very 112 380coarse, 15% clay; abundant brownphosphorite sand; some black phos-phorite sand

LOWER MEMBER OF PENSACOLA CLAY

Sand, light gray to brown, fine to very 22 402

coarse, 407 clay; foraminifera



Report well reference number 16--continued.

Thickness Depth

Materials (feet) (feet)

Clay, gray; sand; brown phosphorite;shell; foraminifera 45 447

Clay, gray; shell; some sand, very coarseto granule; limestone fragments 45 492

CHICKASAWHAY LIMESTONE AND TAMPAFORMATION UNDIFFERENTIATED

Limestone, white to light gray, fine

crystalline; some sand; shell;foraminifera 23 515

Limestone, white, fine crystalline; lesssand; shell; foraminifera; some blackphosphorite 22 537

Limestone, white, fine chalky; shell;foraminifera 24 561

Limestone, white, crystalline; shell;foraminifera 24 585

Limestone, light gray; sand, very fine tovery coarse; black phosphorite;magnetite grains; shell; foraminifera 17 602

Limestone, light gray, granular; somesand; foraminifera; some blackphosphorite 16 618

Limestone, tan to cream, granular; shell;foraminifera 30 646

Limestone, tan to brown, dolomiticcrystalline; foraminifera, Sorites sp. 26 674

Limestone, white to cream, granular,slightly dolomitic; foraminifera;magnetite grains 17 691

Limestone, white to cream, very finegrained; few shells; foraminifera 22 713





Limestone, white, chalky; blackphosphorite grains 25 738

Limestone, white to cream, granular;calcite fragments; shell 19 757

Limestone, white to cream, finelycrystalline 9 766

Limestone, white to cream, granular;foraminifera; shell 17 783

Limestone, tan, granular; foraminifera;shell; few sand grains 18 801

Limestone, tan, granular; foraminifera;shell; 20% sand 5 806

Limestone, tan, granular; foraminifera;shell; few sand grains 10 816

Limestone, tan, granular, foraminifera;shell, no sand 6 822

Limestone, white to cream, finelycrystalline; shell; foraminifera 28 850

Limestone, grayish-white, crystalline;shell; foraminifera; black phosphoriteinclusions in shell tests 28 874



Table 8. Logs of selected wells in Okaloosa County and adjacent

areas--continued.


Eglin Air Force Base, Site A-10. Elevation 12 ft. Drilled by Gray

Artesian Well Company, 1946. Logged by driller.

Thickness Depth


Sand, brown, medium 10 10


Sand, gray, medium 10 50



Sand, brown, coarse 10 80

Sand, tan, coarse 10 90

Sand, white 85 170


Sand 40 280

Sand, white, fine to coarse 20 300

Sand; gray marl 35 335

Sand, fine; marl, gray 55 390

Sand, fine; gravel 10 400

Sand, medium to fine 35 435


Sand, white, coarse 15 460

Sand, fine 10 470

No sample 120 590





Limestone, cream to gray, dense 30 620

Limestone, greenish gray, dense 60 680

Limestone, cream to dark brown, porous 10 690

Limestone, greenish gray to cream, dense 40 730

Limestone, cream to brown, porous 60 790





Town of Mary Ester, Fla. Elevation 24 ft. Drilled by Acme Drilling

Company, 1958. Logged by driller.


Sand, orange, medium to coarse 10 10

Sand, gray, medium to coarse 30 40

Sand, gray, fine to medium 10 50

Sand, gray, fine to coarse 80 130

Sand, gray; clay, white 20 150

Sand, fine to coarse 20 170

Sand, gray, fine to coarse 20 190


Sand, coarse; clay, orange 200 450

Sand, brown, fine to coarse 50 500

Limestone, brown, porous 10 510

Limestone, orange, slight porosity 10 520

Limestone, orange, soft 60 580

Limestone, white, hard 206 786

Casing: 10-in to 570 ft: open hole from 570 to 786 ft.


Table 8. Logs of selected wells-in Okaloosa County and adjacentareas--continued.


Eglin Air Force Base, Field 1. Elevation 238 ft. Drilled by StevensSouthern Company, 1942. Logged by driller.


Sand, medium to coarse; clay, yellow 50 50

Sand, coarse; clay, yellow 95 145

Sand, medium, gray 182 327

Limestone, brown, hard 110 437

Limestone, light cream, porous 193 630



Table 8. Logs of selected wella in Okaloosa County and adjacentareas--continued.

Report well refeience number 36. W-3391.

City of Fort Walton Beach, Fla. Elevation 19 ft. Drilled by A. W.Williams Inspection Company, 1954. Logged by driller.


Sand 38 38

Sand, black, fine; humate 1 39

Sand 79 118

Clay, green; sand 260 378

Shale, blue, firm 108 486

Limestone, hard 352 838

Shale 1 839

Casing: 24-in to 120 ft, 16-in to 614 ft; open hole from 614 to 839 ft.




City of Fort Walton Beach, Fla. Elevation 38 ft. Drilled by Layne-Central Company, 1957. Logged by driller.



Sand, tan, medium to coarse 42 64

Sand, white to tan, coarse to medium 21 85

Sand,.white to tan, fine to medium 63 148

Sand, tan, medium to fine 21 169

Sand, tan, medium to coarse 43 212

Sand, tan to gray, medium 21 233

Sand, gray, very fine to fine 149 382

Sand, gray to tan, very fine to fine 85 467

Limestone, tan to gray; sand, very fine 51 518to fine

Limestone, tan to gray; sand, fine to 31 549medium

Limestone, cream, very fine to fine, 34 583chalky

Limestone, gray, very fine to fine, 20 603chalky

Limestone, cream, very fine to fine, 66 669

chalky

Limestone, gray to tan, coarse to very 22 691coarse

Limestone, tan to gray, very coarse 44 735

Casing: 16-in to 548 ft; open.hole from 548 to 735 ft.



areas--continued.


Okaloosa County Water and Sewer Systems, Shalimar, Fla. Elevation6 ft. Drilled by Layne-Central Company, 1944. Logged by driller.


Sand, gray to white, medium to 20 20coarse


Sand, white, medium to fine 20 80



Limestone, gray, medium to coarse 52 358

Limestone, light gray, fine to 132 490coarse

Limestone, white, medium to coarse 63 553

Limestone, white, large 37 590

Limestone, white, medium to large, hard 15 605




U.S. Geological Survey, Tallahassee, Fla. Elevation 58 ft. Drilledby Layne-Central Company, 1966. Tentative stratigraphic assignmentsby J. B. Foster.


TERRACE DEPOSITS, CITRONELLE FORMATIONAND MIOCENE COARSE CLASTICS UNDIFFEREN-TIATED

Sand, white to tan, fine to coarse, 38 38organic stain, frosted

Sand, white to tan, fine to coarse, 62 100dark organic stain

Sand, white to tan, fine to coarse, 22 122frosted

Sand, white to brown, very fine to 23 145medium, frosted; black phosphoritegrains

Sand, white to light gray, very fine to 16 161coarse; mica flakes, black phosphorite;some organic cementing material

Sand, light gray, very fine to medium, 52 213some coarse grains, frosted; grayclay cementing grains; mica

Sand, light gray, very fine to medium, 44 257some coarse grains; some gray claycementing grains; heavy mineralgrains

Sand, light gray, very fine to fine, some 68 325coarse grains; some clay cementinggrains; mica; heavy mineral grains

Sand, light gray, very fine to very coarse, 23 348frosted; gray clay; some orangestained sand; mica; black phosphorite



Report well reference:number 84. W-8885 (continued).


Sand, light gray, very fine to medium; 32 380gray clay; mica; shell; foramini-

fera; some black phosphorite

Sand, light gray, fine to very coarse, 90 470frosted; gray clay; shell; mica

Sand, light gray, very fine to coarse; 22 492gray clay; limestone; black phos-

phorite; mica

CHICKASAWHAY LIMESTONE AND TAMPA

FORMATION UNDIFFERENTIATED

Limestone, light gray, granular; sand; 16 508mica; black phosphorite; foramini-fera

Limestone, light gray to tan, granular; 38 546few sand grains; foraminifera

Limestone, cream to beige, granular; 35 581sand; magnetite fragments;foraminifera; shell

Limestone, light gray, fine grained; 29 610sand; black phosphorite; shell;foraminifera

Limestone, light gray to beige, granular; 18 628shell; foraminifera; black phos-phorite; few sand grains

Limestone, white to beige, granular; 14 642fragments brown crystallinedolomitic limestone; foramini-fera; few sand grains

Limestone, white to cream, fine grained; 28 670few foraminifera; some blackphosphorite



Report well reference number 84. W-8885 (continued).


Limestone, cream to beige, granular; 10 680foraminifera; fossil tests filled

with phosphorite and or glauconite

Limestone, white, massive; fossil casts 55 735

Limestone, white to light gray; fine 49 784granular; abundant foraminiferacasts; shell

Limestone, white to light gray; light 5 789gray crystalline dolomitic lime-

stone; foraminifera casts

Limestone, white to brownish gray, 20 809crystalline; brownish-graycrystalline dolomitic lime-

stone; few foraminifera casts

Limestone, white to gray; fine crystal- 30 839line; shell; gray phosphorite

Limestone, light gray, fine; shell; 15 854foraminifera

Limestone, light gray, fine grained; 4 858

gray clay; shell; foraminifera

TOP OF BUCATONNA CLAY MEMBER

OF THE BYRAM FORMATION




areas--continued.


Eglin Air Force Base, Incendiary Chemical Area. Elevation 69 ft.

Drilled by L. M. Gray, 1954. Logged by driller.

Thickness Depth


Sand, clear, fine to coarse 16 16

Sand, cream, medium to coarse 20 36

Sand, white, coarse to very coarse 8 46

Sand, white, medium to coarse 10 56

Sand, white, fine to medium 10 66

Sand, white, medium to coarse 20 86

Sand, white, fine to medium 10 96

Sand, white, fine to medium; clay, white 61 157

Casing: 6-in to 76 ft: well screen from 76 to 86 ft.




City of Valparaiso, Fla. Elevation 22 ft. Drilled by Gray ArtesianWell Company, 1948. Logged by driller.


Sand 30 30

Sand; clay 40 70

Marl, blue; limestone 238 308

Limestone 236 544







Sand, medium; clay, yellow 40 40

Sand, coarse 45 85

Sand, medium; clay, gray 65 150

Sand, coarse; clay 105 255

Sand, coarse 97 352

Sand, coarse; clay, gray 22 374


Limestone 45 445

Limestone 55 500

Sand, dark gray, medium 45 545

Limestone, white, soft 95 640

Casing: 16-in to 76 ft; 10-in to 454 ft; 8-in to 524 ft; open holefrom 524 to 640 ft.




City of Niceville, Florida. Elevation 16 ft. Drilled by Layne-CentralCompany, 1950. Logged by driller.


Sand, clear, fine to medium 51 51

Sand, coarse to fine 69 120

Sand; marl, greenish gray 10 130

Sand, fine to medium; marl 67 197

Sand; marl 53 250

Marl, green; sand 35 285

Marl; sand; limestone 10 295

Limestone, cream, soft 30 325

Limestone, cream to gray, porous 106 431

Limestone, tan, porous 34 465

Casing: 10-inch to 340 ft; open hole 340 to 465 ft.




U.S. Forest Service, Jackson Ranger Station. Elevation 59 ft. Drillediby Gray Artesian Well Company, Florida, 1939. Logged by driller.


Sand, coarse 60 60

Sand, fine to medium; clay 20 80


Limestone, gray, coarse 70 420

Limestone, gray, fine 42 462

Limestone, gray 21 483

Limestone, brown 17 500





Report well reference number 126.

U.S. Geological Survey. Elevation 60 ft. Drilled by E. L. Thomason,1966. Logged by driller.


Sand, brown, very coarse 10 10

Sand, cream to white, very coarse; clay 13 23

Casing: 4 in to 18 ft; 5 ft of screen to 23 ft.






Sand, tan to orange; very coarse 5 5

Sand, coarse; gravel, orange 5 10

Sand, very coarse; gravel, cream to tan; 60 80clay white




areas--continued.


Eglin Air Force Base, Field 2. Elevation 154 ft. Drilled by Stevens

Southern Company, 1942. Logged by driller.

Thickness Depth


Sand, coarse; some clay 40 40

Sand, coarse; some clay, gray 65 105

Limestone, brown to gray, porous 105 210

Sand, medium to coarse 40 250

Sand, medium; some clay 170 420

Limestone, gray, porous 15 435

Limestone, light gray, fine, hard 125 560





Report well referdnce number 132.

U.S. Geological Survey. Elevation 25 ft. Drilled by E. 1. Thomason,1966. Logged by driller.


Sand, tan to brown, fine to coarse 2 2

Gravel; clay, orange to cream 18 30

Casing: 4-in to 15 ft; 5 ft of screen to 20 ft.



Report well refetence number 133.



Sand, tan to white; organic material 3 3

Sand, orange, medium to very coarse; 6 9clay, orange; gravel, coarse

Sand; gravel, tan, coarse; clay, white 30 39

Clay, orange; gravel, coarse 10 49

Clay, gray; sand, very fine 20 69

Casing: 4-in to 33 ft; 5 ft screen to 38 ft.



areas--continued.


Eglin Air Force Base, Field 5. Elevation 212 ft. Drilled by Stevens

Southern Company, 1942. Logged by driller.

Thickness Depth


Sand, brown, fine to medium; white 48 48

clay stain on sand particles

Sand, white to tan, medium to coarse 65 113

Sand, white, medium; few orange stained 61 174

crystals

Sand, gray to white, fine; black phos- 231 405

phorite grains, shell fragments

Sand, gray, fine; phosphorite grains; 123 528

shell fragments; limestone

fragments

Limestone, white 92 620

Limestone, gray, coarse 10 630

Limestone, white to tan, coarse 50 680




areas--continued.





Sand, medium to fine; clay 20 60




Sand, medium 40 220

Sand, brown, coarse to medium 40 260

Sand, greenish-gray, medium 40 300

Sand; marl, blue 40 340

Sand, fine 20 360

Sand, fine to medium 40 400

Sand, fine to coarse 120 520


Limestone, brown, medium hard 20 600


Limestone, light gray 80 700

Limeston6, brown 30 730




Report well reference number 144. W-254

Eglin Air Force Base, Field 3. Well No. 1. Elevation 221 ft.Drilled by Stevens Southern Company, 1942. Logged by driller.


Sand, medium coarse to coarse; clay, 50 50white

Sand, medium coarse to coarse; clay white 90 140to yellow

Sand, brown to gray, medium to coarse 260 400

Sand, brown to gray, medium to coarse; 90 490shale, gray

Shale, gray, fine; limestone, light brown 20 510to gray


Limestone, light brown to gray 20 550

Limestone, brown to dark brown 25 575


Limestone, light brown to cream white 100 700

Limestone, light brown 95 795

Casing: 10-in to-510 ft; open hole from 510 to 795 ft.


Table 8. Logs of selected wells .in Okaloosa County and adjacentareas-.-continued.


City of Holt, Fla. Elevation 195 ft. Drilled by Spillers Welland Pump Company, 1967 Logged by driller.


Sand; clay 40 40

Clay, blue 40 80

Sand, pink 65 145

Sand; clay 40 185

Sand; clay, blue 20 205

Sand; clay, blue; shell 60 265

Sand; marl, blue 185 450

Sand; marl, blue; limestone 20 470

Limestone 40 510

Sand, fine 20 530

Sand 25 555

Sand; clay, white 45 570

Limestone, soft 50 620

Limestone 25 645





U.S. Geological Survey. Elevation 80 ft. Drilled by E. I. Thomason,1966. Logged by driller.


Clay, orange; sand, fine 10 10

Clay, blue 10 20







Clay, yellow to white; sand, fine 10 10

Clay, yellow to white to blue at 13 ft 5 15

Clay, blue, dense 5 20

Same as above with mica 20 40

Clay, blue 10 50

Clay, blue 15 65



Table 8. Logs of selected wel s in Okaloosa County and adjacentareas--continued.

Report well reference n:umber 161. W-8480.

City of Crestview, Fla. Elevation 215 ft. Drilled by Layne-CentralCompany, 1966. Tentative stratigraphic assignments by J. B. Foster.


TERRACE DEPOSITS ANDCITRONELLE FORMATION

Sand, tan to orange, very fine to very 42 42coarse; orange clay staining sand;black phosphorite grains

Sand, white to beige, very fine to 23 65coarse; white and beige clay

Sand, white to light gray, fine to very 67 132coarse; white clac staining grains;black phosphorite grains

MIOCENE COARSE CLASTICS

Sand, tan to gray, fine to granule; gray 45 177clayed sand layers; orange and whiteclay; mica; black heavy material

Clay, gray, waxy; sand; shell; mica 68 245

Sand, light gray to tan, very fine to 44 289coarse; gray clay; shell; mica

Limestone, light gray, fine granular; 44 333sand; shell; clay, gray

Sand, light gray to tan, fine to coarse; 91 424limestone cement; shell

Limestone. white to light gray, granular; 8 432shell; foraminifera; some sand grains;gray phosphoritic shells

Limestone, white, fine granular; mica; 6 438fossil casts

Limestone, white to gray, crystalline, 23 461dolomi tic



Report well reference Iumber 161. W-8480 (continued).


Limestone, light gray to beige, 27 488granular; shell; foraminifera;black phosphorite filling shelltests

Lmestone, white to brown, crystalline, 26 514dolomitic; shell; foraminifera;black phosphorite

mestone, brown, crystalline, dolomitic; 90 604black phosphorite inclusions; fewforaminifera

Limestone, light gray to beige, fine 32 641crystalline; few shell; blackphosphorite material

Limestone, white to light gray, granular; 1 642abundant forminifera; shell; samegray phosphoritic material

Casing: 16-in to 423 ft; open hole 423 to 642 ft.


Table 8. Logs of selected veils in Okaloosa County and adjacentareas--continued.


City of Crestview, Florida. Elevation 227 ft. Drilled by GrayArtesian Well Company, 1949. Logged by driller.


Sand, orange to red, medium-coarse 10 10

Sand, coarse 10 20


Sand, white 20 50

Sand, very coarse; clay, white 10 60


Sand, medium to coarse 10 80

Sand, white, very coarse 10 90


Sand, greenish-gray 40 15

Sand, gray; marl 40 190

Sand 40 230

Sand, fine; gravel 40 270

Sand, fine; marl 40 310

Sand; gravel 110 420

Limestone, cream, porous 20 440







City of Laurel Hill. Elevation 279 ft. Drilled by Acme Drilling

Company 1961. Logged by driller.

Thickness Depth


Sand; clay 7 7

Clay, white; sand 28 35

Clay, red 10 45


Sand; clay, blue 60 108

Sand; clay 17 125

Sand; clay streaks 32 157

Clay, white to gray, soft, sand 72 229



Limestone; clay 20 273

Limestone, brown, hard; clay 12 285

Limestone, brown, medium hard; clay 105 390

streaks


Limestone, brown, medium to hard 122 607

Casing: 8-in to 240 ft, 6-in to 438 ft: oven hole from 438 to 607 ft.



Report well reference number 189. W-4286 (continued).


Limestone, light gray, medium to fine; 15 370some foraminifera

Limestone, light to dark gray, fine to 80 450coarse

Limestone, light to dark gray, fine to 115 565coarse; granular; foraminifera





Florida Forest Service, Sand Hill Tower. Elevation 270 ft. Drilledby Willis Brown, 1957. Logged by driller.


Sand, reddish orange, fine; few 40 40

partially cemented sand grains

Sand, red to tan, medium to fine 10 50

Sand, pink to tan, very fine 30 80

Sand, gray, very fine to medium; 20 100abundant cemented sand particles

Sand, gray, very fine to fine; few 10 110phosphorite grains

Sand, gray to tan, fine to medium; 30 140

abundant cemented sand particles

Sand, gray to orange, fine to medium; 20 160few phosphorite grains

Sand, tan to white, medium to fine 20 180

Sand, tan to gray, medium to fine 40 220

Clay, gray; abundant shell fragments; 30 250sand, fine to coarse

Clay, tan to gray; sand, white to 40 290

orange, fine to coarse

Sand, white to orange, fine to medium 50 340

Limestone, gray, medium to coarse 10 350

Limestone, gray, coarse to medium 5 355


Table 9. Report Well Reference Number Keyed to

Florida Bureau of Geology Well File Number

Report Well Florida Bureau of Geology

Reference Number Well File Number

Okaloosa County

3 W-4692

12 W-2537

16 W-8886

19 W-101826 W-2298

27 W-482836 W-3391

43 W-4257

44

51 W-5965

55 W-82859 W-492769 W-5736

70 W-4550

74 W-2731

81 W-5872

84 W-8885

87 W-3994

89 W-4510

96 W-2552

105 W-3198

109 W-7389

111 W-1774

115 W-149119 W-2157120 W-405130 W-142135 W-168138 W-255139 W-256

144 W-254154 W-7868161 W-8480162 W-1950163 W-3550187 W-5843189 W-4286

Santa Rosa County

2 WG-124

Walton County

29 W-249

32 W-5520


SELECTED DATA REFERENCES

U.S. Geological SurveyWater levels and artesian pressures in observation wells in the United States: Annualreports as follows: 1946, Water-Supply Paper 1072; 1947, Water-Supply Paper 1097;1948, Water-Supply Paper 1127; 1949, Water-Supply Paper 1157; 1950, Water-SupplyPaper 1166; 1951, Water-Supply Paper 1192; 1952, Water-Supply Paper 1222; 1953,Water-Supply Paper 1266; 1954, Water-Supply Paper 1322; 1955, Water-Supply Paper1405.

Ground water levels in the United States: Reports as follows: 1956-58, Water-SupplyPaper 1538; 1959-63, Water-Supply Paper 1803; 1964-68, Water-Supply Paper (Inpreparation).

Quality of surface waters of the United States: Annual reports as follows: 1958,Water-Supply Paper 1571; 1959, Water-Supply Paper 1641; 1960, Water-Supply Paper1741; 1961, Water-Supply Paper 1881; 1962, Water-Supply Paper 1941; 1963,Water-Supply Paper 1947; 1964, Water-Supply Paper 1954.

1965, 1966, and 1967 Water resources data for Florida, pt. 2, Water quality records:Water Resources Div.

1968 Water resources data for Florida, pt. 2, Water quality records: Water ResourcesDiv. (in preparation).

1960 and 1.963 Compilation of records of surface waters of the United States throughSeptember 1950 and through September 1960; pt. 2-B, South Atlantic Slope andEastern Gulf of Mexico basins, Ogeechee River to Pearl River: U.S. Geol. SurveyWater-Supply Papers 1304 and 1724, 399 and 458 p.

1961, 1962, 1963 and 1964 Surface-water records of Florida, Vol. 1, Streams: WaterResources Div.

1965, 1966, and 1967 Water Resources data for Florida, pt. 1, Surface water records,Vol. 1, Streams: Water Resources Div.

1968 Water resources data for Florida, pt. 1, Surface water records, Vol. 1, Streams:Water Resources Div. (in preparation).

-FLORIDA-GEOLOGICAL-SURVEY

COPYRIGHT NOTICE© [year of publication as printed] Florida Geological Survey [source text]

The Florida Geological Survey holds all rights to the source text ofthis electronic resource on behalf of the State of Florida. TheFlorida Geological Survey shall be considered the copyright holderfor the text of this publication.

Under the Statutes of the State of Florida (FS 257.05; 257.105, and377.075), the Florida Geologic Survey (Tallahassee, FL), publisher ofthe Florida Geologic Survey, as a division of state government,makes its documents public (i.e., published) and extends to thestate's official agencies and libraries, including the University ofFlorida's Smathers Libraries, rights of reproduction.

The Florida Geological Survey has made its publications available tothe University of Florida, on behalf of the State University System ofFlorida, for the purpose of digitization and Internet distribution.

The Florida Geological Survey reserves all rights to its publications.All uses, excluding those made under "fair use" provisions of U.S.copyright legislation (U.S. Code, Title 17, Section 107), arerestricted. Contact the Florida Geological Survey for additionalinformation and permissions.

state of florida randolph hodges, executive director...

Documents