appendix 1. geophysical logs and hydrogeologic ... · porosity (sonic, neutron, and density logs)...

This appendix provides borehole data and hydrogeologic interpretation for selected aquifer storage and recovery (ASR) wells in southern Florida. Geophysical log traces, a general-ized lithologic column, preferential flow zones, geologic and hydrogeologic units, constructed open-hole interval(s), and vertical changes in ambient chloride concentration, as indicated by water samples collected from known intervals, are illustrated in plots for at least one well per site. The geophysical log traces have been grouped and plotted in four tracks where available. From left to right, these borehole log curves include: track 1—gamma ray, caliper, and spontaneous potential; track 2—formation resistivity; track 3—formation porosity (sonic, neutron, and density logs) and some borehole fluid temperature; and track 4—borehole fluid (temperature, resistivity, and fluid velocity or flowmeter). A list of the geo-physical logging tool devices and units used in these plots is given in table A1. Most geophysical log data can be obtained from the DBHYDRO database web site, http://glades.sfwmd.gov/pls/dbhydro_pro_plsql/show_dbkey_info.main_page, which was developed and operated by South Florida Water Management District (SFWMD). Hard copies of logs were digitized by the SFWMD for this study, and the data were stored in their database.

Data from monitoring wells often were used instead of injection wells because monitoring wells generally were the first (test) wells at a site and were drilled to greater depths. Where monitoring well data are used, the ASR storage open-hole interval for the injection well at the site also is shown or indicated. At one site (site 9), only a test well has been drilled

and has not yet been completed. Two of the facilities (sites 11 and 13) are at the same location, and only one plot (well L-5817, site 13) is used for both. At site 12, plots of both the ASR well and a monitoring well are included.

The geologic and hydrogeologic unit boundaries shown on the plots in this appendix are listed together with their sources of determination in tables A2 and A3. The litho-logic descriptions used to illustrate lithology in the lithologic column were obtained from well completion reports written by consulting firms for the individual ASR sites or from the Florida Geological Survey (Florida Geological Survey, 2004).

Flow zones were determined primarily using the borehole fluid curves including the flowmeter, but other curves such as the caliper, resistivity, and porosity logs can provide support-ing data. The sources of determination for the flow zones are given in table A4. Borehole fluid logs, however, often were not run above where the final casing was set at the top of the open interval, which sometimes was below the top of the Upper Floridan aquifer. The determination of the top of the aquifer was less certain for these cases (for example, sites 2, 3, and 4).

Wells at most sites penetrated only the Upper Floridan aquifer; at some sites, however, deep aquifers were penetrated. Both the middle Floridan aquifer and the upper part of the Lower Floridan aquifer were penetrated at five of the sites (9, 16, 21, 22, and 26), and in this appendix, a second page is included that shows these deeper aquifers. Additionally, at two other sites (25 and 28), the middle Floridan aquifer was penetrated.

Appendix 1. Geophysical Logs and Hydrogeologic Characteristics for Selected Wells at Aquifer Storage and Recovery Sites in Southern Florida

Appendixes 75

http://glades.sfwmd.gov/pls/dbhydro_pro_plsql/show_dbkey_info.main_page

http://glades.sfwmd.gov/pls/dbhydro_pro_plsql/show_dbkey_info.main_page

Logging tools and devices Units

Abbreviation Description Abbreviation Description

AHO10 Array induction – 1-foot resistivity A10 OHMM Ohm-meters



CAL Caliper INCHES Inches

DPHI Density porosity (compensated) PU Porosity units as a percent

DT Delta T – Sonic log traveltime (compensated) USEC/FT Microseconds per foot

DTEM Temperature differential or gradient of borehole fluid DEGF/FT Degrees Fahrenheit per foot

DYND Flowmeter (trolling down) – Pumped or flowing CPS Counts per second

DYND Flowmeter (trolling down) – Pumped or flowing RPM Revolutions per minute

DYNU Flowmeter (trolling up) – Pumped or flowing CPS Counts per second

FRES Fluid resistivity (flow conditions unspecified) OHMM Ohm-meters

FSD Flowmeter (trolling down) – static CPS Counts per second

GAMM Gamma Ray CPS Counts per second

GR Gamma Ray GAPI American Petroleum Institute standard units

ILD Induction log deep OHMM Ohm-meters

ILM Induction log medium OHMM Ohm-meters

LAT6 Lateral log (AO electrode spacing = 6 feet) OHMM Ohm-meters

LL3 Laterolog 3 (shallow focused resistivity run on induction tool) OHMM Ohm-meters

NEU Neutron CPS Counts per second

NPHI Neutron porosity (compensated) PU Porosity units as a percent

RLN Resistivity (long normal) AM electrode spacing = 64 inches OHMM Ohm-meters

RSN Resistivity (short normal) AM electrode spacing = 16 inches OHMM Ohm-meters

SP Spontaneous potential MV Millivolts

TEMP Temperature of borehole fluid (flow conditions unspecified) DEGF Degrees Fahrenheit

XCAL and YCAL X- and Y calipers (two calipers run on same tool 90 degrees apart) INCHES Inches

Table A1. Geophysical logging tool devices and units used in appendix 1 plots.

[In many wells, more than one log run is shown. In most cases, these runs were spliced together at the bottom of the upper run and are labeled “(spliced)” in the heading]

76 Hydrogeology and Aquifer Storage and Recovery Performance in the Upper Floridan Aquifer, Southern Florida

Appendixes 77

HAWTHORN GROUP

AVON PARK FORMATION

SUWANNEE LIMESTONE

SURFICIAL AQUIFER SYSTEM

INTERMEDIATE CONFINING UNIT

UPPER FLORIDAN AQUIFER

MIDDLE CONFINING UNIT

LOWER FLORIDAN AQUIFER

MIDDLE FLORIDAN AQUIFER

OCALA LIMESTONE

MID-HAWTHORN AQUIFER

POST MIOCENE AGE ROCKS

ARCADIA FORMATION

COMPLETEDOPEN-HOLEINTERVAL

EXPLANATIONGEOLOGIC UNITS HYDROGEOLOGIC UNITS

FLOW ZONE

OLDSMAR FORMATION

LOWER TAMIAMI AQUIFER

LOWER CONFINING UNIT

LITHOLOGIC SYMBOLS

CALCARENITE

CALCAREOUS

DOLOMITE

DOLOMITIC

CHERT

CLAY OR CLAYEY

ANHYDRITIC

SANDSTONE

SILTSTONE

SHELL BED

SANDY

SILTY

SAND

SILT

LIMESTONE

LIME MUD

GRAVEL

FOSSILIFEROUS

NO SAMPLE

PHOSPHATIC

OOLITIC

1,900 4,000 OTHER SAMPLED INTERVAL–Includes open-hole intervals, packertests, and samples collectedduring reverse-air rotary drilling

OTHER SYMBOLS AND WATER QUALITY DATA SYMBOLS

Numbers are chloride concentration in milligrams per liter in water sample obtained from delineated interval. Values are from table 4.The site name and local well number(s) at the top of each log are followed by the USGS well number in parentheses.

Site 1, Broward County WTP 2A MW-1 (G-2916)

GR (Spliced)(GAPI)0 200

CAL (Spliced)(INCHES)0 20

Lith

olog

y

Geol

ogic

Uni

ts

RSN (Spliced)(OHMM)0 60

RLN (Spliced)(OHMM)0 60

FRES(OHMM).5 1.5

DTEM(DEGF/FT)-20 20

TEMP(DEGF)70 74

DYNU(CPS)0 160

DYND(CPS)0 160 Op

en In

terv

al a

nd F

low

Zon

es

Hydr

ogeo

logi

c Un

its

500

600

700

800

900

1,000

1,100

1,200

DEPT

H, IN

FEE

T BE

LOW

LAN

D SU

RFAC

E

Open interval in ASR-1 at same site

1,900


Site 2, Deerfield Beach West WTP ASR-1 (G-2887)



Lith

olog

y

Geol

ogic

Uni

ts (F

GS)

500

600

700

800

900

1,000

1,100

RSN(OHMM)0 80

ILM(OHMM)0 80

ILD(OHMM)0 80

Guard Resistivity(OHMM)0 80

DYND(CPS)0 300

FRES(OHMM)0 3

TEMP(DEGF)23 24

Open

Inte

rval

and

Flow

Zon

esHy

drog

eolo

gic

Units

DEPT

H, IN

FEE

T BE

LOW

LAN

D SU

RFAC

E

2,000

Appendixes 79

Site 3, Fiveash WTP ASR-1 (G-2917)


YCAL (Spliced)(INCHES)0 18

XCAL (Spliced)(INCHES)0 18

Lith

olog

y

Geol

ogic

Uni

ts

ILD (Spliced)(OHMM)0 80

ILM (Spliced)(OHMM)0 80

LL3 (Spliced)(OHMM)0 80

DT (Spliced)(USEC/FT)200 80

DYNU(CPS)0 40

FRES(OHMM)6 12

TEMP(DEGF)70 74

DTEM(DEGF/FT)-.2 .2

Open

Inte

rval

and

Flow

Zon

esHy

drog

eolo

gic

Units

600

700

800

900

1,000

1,100

1,200

1,300

DEPT

H, IN

FEE

T BE

LOW

LAN

D SU

RFAC

E

3,520FMW-1

4,000


Site 4, Springtree WTP ASR-1 (G-2914)



GR (Spliced)(GAPI)0 200 Li

thol

ogy

Geol

ogic

Uni

ts




DT(USEC/FT)180 80

DTEM(DEGF/FT)-.4 .4

TEMP(DEGF)70 75

FRES(OHMM)10 16

DYND(CPS)5 20

DYNU(CPS)5 15 Op

en In

terv

al a

ndFl

ow Z

ones

Hydr

ogeo

logi

c Un

its

700

800

900

1,000

1,100

1,200

1,300

DEPT

H, IN

FEE

T BE

LOW

LAN

D SU

RFAC

E

3,600

2,200

Appendixes 81

Site 5, Englewood South Regional WWTP TPW-1, (CH-318)

SP(MV)-50 150

GR(GAPI)0 200

CAL(INCHES)0 16 Li

thol

ogy

Geol

ogic

Uni

ts

ILD(OHMM)0 20

DT(USEC/FT)160 60

Open

Inte

rval

and

Flow

Zon

es

Hydr

ogeo

logi

c Un

its

0

100

200

300

400

500

600

700

800

DEPT

H, IN

FEE

T BE

LOW

LAN

D SU

RFAC

E

17,500

11,600


Site 6, Shell Creek WTP ASR-2 (CH-316)

X-CAL (SPLICED)(INCHES)0 20

Y-CAL (SPLICED)(INCHES)0 20

GR (SPLICED)(GAPI)0 200

SP (SPLICED)(MV)-10 10 Li

thol

ogy

Geol

ogic

Uni

ts

300

400

500

600

700

800

900

1,000

ILD (SPLICED)(OHMM)0 80

ILM (SPLICED)(OHMM)0 80

Ll3 (SPLICED)(OHMM)0 80

DT (SPLICED)(USEC/FT)200 40

TEMP (SPLICED)(DEGF)80 85

DTEM (SPLICED)(DEGF/FT)-.3 .3

DYND (SPLICED)(CPS)0 80

FSD (SPLICED)(CPS)0 30

Open

Inte

rval

and

Flow

Zon

e sHy

drog

eolo

gic

Units

DEPT

H, IN

FEE

T BE

LOW

LAN

D SU

RFAC

E

Bottom of storage zone in wells ASR-1, 3, and 4R is shallower, and equal to 933, 912, and 915 feet, respectively.

900

837

746

Appendixes 83

Site 7 Marco Lakes ASR-2, (C-1208)

XCAL (SPLICED)(INCHES)0 20

YCAL (SPLICED)(INCHES)0 20

GR(GAPI)0 50 Li

thol

ogy

Geol

ogic

Uni

ts

ILD(OHMM)0 80

ILM(OHMM)0 80

LL3(OHMM)0 80

DT (SPLICED)(USEC/FT)200 60

DYND(CPS)0 50

FSD(CPS)0 50

Open

Inte

rval

and

Flow

Zon

esHy

drog

eolo

gic

Units

0

100

200

300

400

500

600

700

DEPT

H, IN

FEE

T BE

LOW

LAN

D SU

RFAC

E

3,740

3,260

2,480

790 FEET


Site 8, Pelican Bay Well Field Test Well (C-1242)

GR(GAPI)0 200

XCAL(INCHES)0 20

YCAL(INCHES)0 20 Li

thol

ogy

Geol

ogic

Uni

ts

ILD(OHMM)0 60

ILM(OHMM)0 60

LL3(OHMM)0 60

DT(USEC/FT)180 80

DYND(CPS)0 40

FSD(CPS)0 40

Open

Inte

rval

and

Flow

Zone

s

Hydr

ogeo

logi

cUn

its

300

400

500

600

700

800

900

1,000

1,100

DEPT

H, IN

FEE

T BE

LOW

LAN

D SU

RFAC

E

Lower open interval planned as storage zonemonitoring zone ( )Upper open intervalmonitoring zone

2,6002,070

2,480

Appendixes 85

Site 9, Moore Haven S-77 Test Well GLF-6 (GL-331)GR (Spliced)

(GAPI)0 200CAL (Spliced)

(INCHES)0 20SP (Spliced)

(MV)-200 100 Lith

olog

y

Geol

ogic

Uni

ts




NPHI (Spliced)(PU)70 0

DPHI (Spliced)(PU)70 0

DTEM(DEGF/FT)-.3 .3

FRES(OHMM).5 1.5

Open

Inte

rval

and

Flow

Zon

esHy

drog

eolo

gic

Units

600

700

800

900

1,000

1,100

1,200

1,300

1,400

1,500

1,600

DEPT

H, IN

FEE

T BE

LOW

LAN

D SU

RFAC

E

Well not completed. Present open interval is from 855 to 1,700 feet.

1,900

1,200


Site 9, (Continued), Moore Haven S-77 Test Well GLF-6 (GL-331)GR (Spliced)

(GAPI)0 200CAL (Spliced)

(INCHES)0 20SP (Spliced)

(MV)-200 100 Lith

olog

y

Geol

ogic

Uni

ts






DTEM(DEGF/FT)-.3 .3

FRES(OHMM).5 1.5

Open

Inte

rval

an d

Flow

Zon

e sHy

drog

eolo

gic

Units

1,600

1,700

1,800

1,900

2,000

DEPT

H, IN

FEE

T BE

LOW

LAN

D SU

RFAC

E

4,400

Well not completed. Present open interval is from 855 to 1,700 feet.

Appendixes 87

Site10 Caloosahatchee River/Berry Grove EXBRY-1, (HE-1141)GR

(GAPI)0 200SP

(MV)-150 0XCAL

(INCHES)0 18YCAL

(INCHES)0 18 Lith

olog

y

Geol

ogic

Uni

ts

AHO10(OHMM)0 60

AHO60(OHMM)0 60

AHO90(OHMM)0 60

DT(USEC/FT)180 60

DPHI(PU)70 0

NPHI(PU)70 0

Open

Inte

rval

Hydr

ogeo

logi

c Un

its

400

500

600

700

800

900

1,000

1,100

1,200

1,300

1,400

DEPT

H, IN

FEE

T BE

LOW

GRO

UND

SURF

ACE 900-

940


Site 12, North Reservoir ASR-1 (L-5810)



Lith

olog

y

Geol

ogic

Uni

ts



DYND(RPM)0 100

TEMP(DEGF)82 84

FRES(OHMM)2 4 Op

en In

terv

al a

ndFl

ow Z

ones

Hydr

ogeo

logi

c Un

it

0

100

200

300

400

500

600

DEPT

H, IN

FEE

T BE

LOW

LAN

D SU

RFAC

E

750

Missing data

Appendixes 89

Site 12, North Reservoir MW-1 (L-5811)

CAL(INCHES)0 20


Lith

olog

y

Geol

ogic

Uni

ts



DT(USEC/FT)140 40

FRES(OHMM)0 4

TEMP(DEGF)82 90

DYND(CPS)0 40 Op

en In

terv

al a

ndFl

ow Z

ones

Hydr

ogeo

logi

c Un

its

300

400

500

600

700

800

900

1,000

DEPT

H, IN

FEE

T BE

LOW

LAN

D SU

RFAC

E

700

720

1,000


Site 13, Olga WTP MW1 (L-5817)(Site 11 data is shown where indicated)

YCAL(INCHES)0 14

XCAL(INCHES)0 14

CAL(INCHES)6 20

CAL(INCHES)0 20


thol

ogy

Geol

ogic

For

mat

ions



DT(USEC/FT)160 60

DYND(CPS)0 500

FRES(OHMM)2 4

TEMP(DEGF)83 88

Open

Inte

rval

and

Flow

Zon

esHy

drog

eolo

gic

Units

400

500

600

700

800

900

1,000

1,100

1,200

DEPT

H, IN

FEE

T BE

LOW

LAN

D SU

RFAC

E

Open interval is for Olga WTP well ASR-1

850

1,140

500(site 11,L-2530)

540

260

1,000

(site 11, ASRwell L-3225)

Missing data Missing data

Appendixes 91

340

Site 14, San Carlos Estates TPW-1 (L-5812)




thol

ogy

Geo

logi

c U

nits




DT(USEC/FT)140 40

0

100

200

300

400

500

600

700

DEP

TH, I

N F

EET

BEL

OW

LA

ND

SU

RFA

CE

Ope

n In

terv

al a

ndFl

ow Z

ones

Hyd

roge

olog

ic U

nits

FRES(OHMM)0 5

TEMP(DEGF)85 90

DYND(CPS)0 30

1,100


Site 15, Winkler Ave ASR-1 (L-5871)


XCAL (Spliced)(IN)0 17

YCAL (Spliced)(IN)0 17

SP (Spliced)(MV)-2 4 Li

thol

ogy

Geol

ogic

Uni

ts




FSD(CPS)0 100

DYND(CPS)0 100

Open

Inte

rval

and

Flow

Zon

esHy

drog

eolo

gic

Units

0

100

200

300

400

500

600

DEPT

H, IN

FEE

T BE

LOW

LAN

D SU

RFAC

E

1,540

1,240

Appendixes 93

Site 16, Port Mayaca Test Well MF-37 (M-1360)

SP(MV)-100 0


XCAL(INCHES)0 20

YCAL(INCHES)0 20

Lith

olog

y

Geol

ogic

Uni

ts





DT(USEC/FT)160 60

DTEM(DEGF/FT)-.2 .2

FRES(OHMM).5 .8

TEMP(DEGF)84 89

FSD(CPS)0 30

DYND(CPS)0 300 Op

en In

terv

al a

nd F

low

Zon

es

Hydr

ogeo

logi

c Un

its

600

700

800

900

1,000

1,100

1,200

1,300

1,400

DEPT

H, IN

FEE

T BE

LOW

LAN

D SU

RFAC

E

Open interval is for well M-1361 at the same siteEXPM-1 ( ) . Well MF-37 has not been completed,but casing was set at 765 feet.

180

750726


SP(MV)-100 0


XCAL(INCHES)0 20

YCAL(INCHES)0 20

Lith

olog

y

Geol

ogic

Uni

ts





DT(USEC/FT)160 60

DTEM(DEGF/FT)-.2 .2

FRES(OHMM).5 .8

TEMP(DEGF)84 89

FSD(CPS)0 30

DYND(CPS)0 300 Op

en In

terv

al a

nd F

low

Zon

es

Hydr

ogeo

logi

c Un

its

1,400

1,500

1,600

1,700

1,800

1,900

2,000

Site 16, (Continued) Port Mayaca Test Well MF-37, (M-1360)

DEPT

H, IN

FEE

T BE

LOW

LAN

D SU

RFAC

E

15,300

10,100

2,970

1,820

Appendixes 95

Site 17 Hialeah ASR-1, (G-3061)

GR

(GAPI)0 150

Lith

olog

y

Geol

ogic

Uni

ts

Single Point Resistance

0 30

RSN

(OHMM)0 30 Open

Inte

rval

and

Flow

Zon

es

Hydr

ogeo

logi

cUn

its

400

500

600

700

800

900

1,000

1,100

DEPT

H, IN

FEE

T BE

LOW

LAN

D SU

RFAC

E

1,900

1,200


Site 18 J.R. Dean WTP EW-1, (G-3774)




SP (Spliced)(MV)-20 20 Li

thol

ogy

Geol

ogic

Uni

ts




DT (Spliced)(USEC/FT)180 80

DTEM(DEGF/FT)-.1 .1

TEMP(DEGF)80 83

FSD(CPS)0 40

DYND(CPS)0 160

FRES(OHMM)0 2

Open

Inte

rval

and

Flow

Zon

esHy

drog

eolo

gic

Units

700

800

900

1,000

1,100

1,200

1,300

1,400

1,500

DEPT

H, IN

FEE

T BE

LOW

LAN

D SU

RFAC

E

3,400

2,700

1,990

4,789

2,185

Appendixes 97

Site 19, Southwest Well Field ASR-1 (G-3768)

GR(GAPI)0 150

CAL(INCHES)0 25

CAL(INCHES)0 25 Li

thol

ogy

Geol

ogic

Uni

ts

RSN(OHMM)0 20

DT(USEC/FT)160 40

FRES(OHMM)0 2

DTEM(DEGF/FT)71 73

DYND(RPM)0 500 Op

en In

terv

al a

ndFl

ow Z

ones

Hydr

ogeo

logi

c Un

its

600

700

800

900

1,000

1,100

1,200

1,300

DEPT

H, IN

FEE

T BE

LOW

LAN

D SU

RFAC

E

1,550


Site 20, West Well Field ASR-1 (G-3706)



XCAL (Spliced)(INCHES)0 20 Li

thol

ogy

Geol

ogic

Uni

ts




DT(USEC/FT)180 80

TEMP(DEGF)65 75

DTEM(DEGF/FT)-1 1

FRES(OHMM)6 8

DYND(CPS)0 100

DYNU(CPS)0 100 Op

en In

terv

al a

ndFl

ow Z

ones

Hydr

ogeo

logi

c Un

it s

600

700

800

900

1,000

1,100

1,200

1,300

DEPT

H, IN

FEE

T BE

LOW

LAN

D SU

RFAC

E

2,499

2,000

Chloride concentration of 4,649 milligrams per liter reported for interval from 1,370 feet to 1,390 feet in well MW-1.

Appendixes 99

Site 21, Kissimmee River Test Well OKF-100 (OK-100)GR (Spliced)

(GAPI)0 150SP (Spliced)

(MV)-150 50XCAL

(INCHES)0 30YCAL

(INCHES)0 30

Lith

olog

y

Geol

ogic

Uni

ts

ILD(OHMM)0 80

ILM(OHMM)0 80

LL3(OHMM)0 80

AHO10(OHMM)0 80

AHO60(OHMM)0 80

AHO90(OHMM)0 80



DTEM(DEGF/FT)-.2 .2

FRES(OHMM)1 2

TEMP(DEGF)80 85

FSD(CPS)0 30

DYND(CPS)0 300

Open

Inte

rval

and

Flo

w Z

ones

Hydr

ogeo

logy

Uni

ts

400

500

600

700

800

900

1,000

1,100

1,200

1,300

DEPT

H, IN

FEE

T BE

LOW

LAN

D SU

RFAC

E

Open interval is for well EXKR-1 at the same site.(OK-101) Well OKF-100 has notbeen completed, but casing was set at 565 feet.

600


Appendixes 101


SP (Spliced)(MV)-150 50


XCAL(INCHES)0 30

YCAL(INCHES)0 30

Lith

olog

y

Geol

ogic

Uni

ts

ILD(OHMM)0 80

ILM(OHMM)0 80

LL3(OHMM)0 80



DTEM(DEGF/FT)-.2 .2

FRES(OHMM)1 2

TEMP(DEGF)80 85

FSD(CPS)0 30

DYND(CPS)0 300

Open

Inte

rval

and

Flo

w Z

ones

Hydr

ogeo

logy

Uni

ts

1,300

1,400

1,500

1,600

1,700

1,800

1,900

2,000

DEPT

H, IN

FEE

T BE

LOW

LAN

D SU

RFAC

E

Site 21, (Continued), Kissimmee River Test Well OKF-100 (OK-100)

6,970

4,990

6,200




Lith

olog

y

Geol

ogic

Uni

ts



TEMP(DEGF)80 90

DYND(CPS)0 600

Open

Inte

rval

and

Flow

Zon

esHy

drog

eolo

gic

Units

400

500

600

700

800

900

1,000

1,100

1,200

1,300

1,400

Site 22, Taylor Creek/Nubbin Slough ASR-1 (OK-9000)

DEPT

H, IN

FEE

T BE

LOW

GRO

UND

SURF

ACE

1,680

131

210

TEMP(DEGF)80 115

Appendixes 103

Site 22, (Continued), Taylor Creek/Nubbin Slough ASR-1 (OK-9000)CAL (Spliced)

(INCHES)0 20GR (Spliced)

(GAPI)0 200

Lith

olog

y

Geol

ogic

Uni

ts TEMP(DEGF)80 90

DYND(CPS)0 600

Open

Inte

rval

and

Flow

Zon

esHy

drog

eolo

gic

Units

1,400

1,500

1,600

1,700

1,800

DEPT

H, IN

FEE

T BE

LOW

GRO

UND

SURF

ACE

2,510

2,920

2,910

Site 23, Boynton Beach East WTP ASR-1 (PB-1194)

GR(GAPI)0 200

YCAL(INCHES)0 20

XCAL(INCHES)0 20

CAL(INCHES)0 25 Li

thol

ogy

Geol

ogic

Uni

ts

ILM(OHMM)0 40

ILD(OHMM)0 40

LL3(OHMM)0 40

DYND(CPS)0 -200

DYNU(CPS)0 200

TEMP(DEGF)85 86

FRES(OHMM)1.5 2.5

Open

Inte

rval

and

Flow

Zon

esHy

drog

eolo

gic

Units

500

600

700

800

900

1,000

1,100

1,200

DEPT

H, IN

FEE

T BE

LOW

LAN

D SU

RFAC

E

1,920


Site 24, Delray Beach North Storage Reservoir ASR-1 (PB-1702)

YCAL(INCHES)0 25

XCAL(INCHES)0 25


CAL(INCHES)0 25

Lith

olog

y

Geol

ogic

Uni

ts

ILM(OHMM)0 40

ILD(OHMM)0 40

LL3(OHMM)0 40

RLN(OHMM)0 40

RSN(OHMM)0 40

DT(USEC/FT)180 80

DTEM(DEGF/FT)-.3 .3

TEMP(DEGF)74 80

FRES(OHMM)4 6

DYNU(CPS)0 40

DYND(CPS)0 40

Open

Inte

rval

and

Flo

w Z

ones

Hydr

ogeo

logi

c Un

its

600

700

800

900

1,000

1,100

1,200

DEPT

H, IN

FEE

T BE

LOW

LAN

D SU

RFAC

E

2,300

2,143

2,669

2,630

2,069

Appendixes 105

Site 25, Hillsboro Canal East FAMW (PB-1775)

XCAL (Spliced)0 20YCAL (Spliced)0 20GR (Spliced)0 200

Lith

olog

y

Geol

ogic

Uni

ts




DT(USEC/FT)160 60

TEMP(DEGF)72 74

DTEM(DEGF/FT)-.12 .12

DYND(CPS)0 100

FSD(CPS)0 25

Open

Inte

rval

and

Flow

Zon

esHy

drog

eolo

gic

Units

800

900

1,000

1,100

1,200

1,300

1,400

1,500

1,600

(INCHES)

(INCHES)

(GAPI)

DEPT

H, IN

FEE

T BE

LOW

GRO

UND

SURF

ACE

Well at this site has an open interval of from 1,010 to 1,225 feetASR-1

2,200

2,300

2,400

2,100


Site 26, Hillsboro Canal West, Test Well PBF-12 (PB-1766)XCAL

(INCHES)0 20YCAL

(INCHES)0 20CAL



(MV)-100 0

Lith

olog

y

Geol

ogic

Uni

ts

ILD(OHMM)0 60

ILM(OHMM)0 60

LL3(OHMM)0 60

DT(USEC/FT)140 40



DYNU(CPS)0 2000

DYNU(CPS)0 150

DYND(CPS)0 1

FRES (Spliced)(OHMM).5 3

TEMP (Spliced)(DEGF)69 75

DTEM (Spliced)(DEGF/FT)-.1 .1 Op

en In

terv

al a

nd F

low

Zon

es

Hydr

ogeo

logi

c Un

its

700

800

900

1,000

1,100

1,200

1,300

1,400

1,500

DEPT

H, IN

FEE

T BE

LOW

GRO

UND

SURF

ACE

Open interval is storage zone in well EXW-1 at the same site

2,3361,812

1,287

Appendixes 107


Site 26, (Continued), Hillsboro Canal West, Test Well PBF-12 (PB-1766)XCAL

(INCHES)0 20YCAL

(INCHES)0 20CAL



(MV)-100 0

Lith

olog

yGe

olog

ic U

nits

ILD(OHMM)0 60

ILM(OHMM)0 60

LL3(OHMM)0 60

DT(USEC/FT)140 40



DYNU(CPS)0 2000

DYNU(CPS)0 150

DYND(CPS)0 1

FRES (Spliced)(OHMM).5 3


DTEM (Spliced)(DEGF/FT)-.1 .1 Op

en In

terv

al a

nd F

low

Zon

esHy

drog

eolo

gic

Units

1,500

1,600

1,700

1,800

1,900

2,000

2,100

2,200

2,300

DEPT

H, IN

FEE

T BE

LOW

GRO

UND

SURF

ACE

16,400

1,230

Appendixes 109

Site 27 Jupiter ASR-1 PB-747), (

GR

(GAPI)0 50

CAL

(INCHES)0 22.5 Lith

olog

y

Geol

ogic

Uni

ts

Open

Inte

rval

and

Flow

Zon

es

Hydr

ogeo

logi

cUn

its

500

600

700

800

900

1,000

1,100

1,200

DEPT

H, IN

FEE

T BE

LOW

LAN

D SU

RFAC

E

1,800


Site 28, System 3 Palm Beach County FAMW (PB-1764)



Lith

olog

y

Geol

ogic

Uni

ts



LAT6 (Spliced)(OHMM)0 50

FRES(OHMM)1 3

DYND(RPM)0 400

FRES(OHMM)1 3


Open

Inte

rval

and

Flow

Zon

esHy

drog

eolo

gic

Units

700

800

900

1,000

1,100

1,200

1,300

1,400

1,500

DEPT

H, IN

FEE

T BE

LOW

GRO

UND

SURF

ACE

Open interval in well ASR-1 at same site

2,007

2,100

Appendixes 111

Site 29, West Palm Beach WTP MW-1 (PB-1693)


GR(GAPI)0 100

GR(GAPI)0 400

Lith

olog

y

Geol

ogic

Uni

ts

ILM(OHMM)0 80

ILD(OHMM)0 80



DT(USEC/FT)160 60

DYND(CPS)0 -200

DYNU(CPS)0 100

TEMP(DEGF)72 74

FRES(OHMM)2 3

TEMP(DEGF)70 74

FRES(OHMM)1 3 Op

en In

terv

al a

nd F

low

Zon

es

Hydr

ogeo

logi

c Un

its

700

800

900

1,000

1,100

1,200

1,300

1,400

DEPT

H, IN

FEE

T BE

LOW

LAN

D SU

RFAC

E

Open interval in well ASR-1 at same site

2,800

2,060

2,600


Site 30, St. Lucie County ASR-1 (, SLF-50 STL-356)

CAL(INCHES)0 14

GAMM(CPS)0 200

Lith

olog

y

Geol

ogic

Uni

ts

RSN(OHMM)0 60

RLN(OHMM)0 60

NEU(CPS)0 500

DTEM(DEGF/FT)0 200

FRES(OHMM)3 5

DYND(CPS)0 40

TEMP(DEGF)83 86 Op

en In

terv

al a

ndFl

ow Z

ones

Hydr

ogeo

logi

c Un

its

300

400

500

600

700

800

900

1,000

DEPT

H, IN

FEE

T BE

LOW

LAN

D SU

RFAC

E

1,015

955

Appendixes 113

Sitenumber

USGSlocalwell

identifier

Site nameabbreviation

and other well

identifier

Depth to top of

HawthornGroup

Depth to top of

ArcadiaFormaton

Depth to top of

SuwanneeLimestone

Depth to top of Ocala

Limestone

Depth to top of

Avon ParkFormation

Depth to top of

Oldsmar Formation

Reference

1 G-2916 BC MW-1380--

----

850950

1,000NP

1,120--

----

CH2M HILL (1997)This study

2 G-2887 DFB ASR-1 520 NP NP 990 -- Florida Geological Survey (2004)

3 G-2917 FA ASR-1270--

555--

970--

1,030NP

--1,030

----

Montgomery Watson (1998c)This study

4 G-2914 ST ASR-1190--

510--

1,035--

1,115NP

--1,115

----

Montgomery Watson (1998a)This study

5 CH-318 EW ASR-1 38 -- 430 744 -- -- This study

6 CH-316 SC ASR-2 118 -- 690 960 -- -- Montgomery Watson Harza (2002b)

7 C-1208 ML ASR-2 125 250 730 -- -- --Water Resources Solutions, Inc.

(2000c)

8 C-1242 PBW EW-1 125 250 735 -- -- --Water Resources Solutions, Inc.

(2002d)

9 GL-331 MH GLF-6 155 530 840 950 1,230 -- Florida Geological Survey (2004)

10 HE-1141 CR EXBRY-1 210 -- 640 1,000 1,330 -- This study

12

L-5810

L-5811

NR ASR-1

NR MW-1

70

70

175

175

710

710

1,140

1,140

--

--

--

--

Water Resources Solutions, Inc. (1999b)

Water Resources Solutions, Inc. (1999b)

13 L-5817 OL MW-1 7 237 710 945 -- --Water Resources Solutions, Inc.

(2000a)

14 L-5812 SCE TPW-1 140 240 750 -- -- -- CH2M HILL (1999b)

15 L-5871 WA ASR-1 22 136 590 -- -- -- CH2M HILL (2000c)

16 M-1360 PM MF-37 146 435 703 780 972 -- Florida Geological Survey (2004)

17 G-3061 HI ASR-1 -- -- 957 NP 1,038 -- Florida Geological Survey (2004)

18 G-3774 JRD EW-1130--

----

8701,140

NPNP

1,190--

----


19 G-3768 SWF ASR-1 155 460 1,030 NP 1,130 -- CH2M HILL (2001b)

20 G-3706 WWF ASR-1160--

490--

9401,110

NPNP

1,1501,200

----

CH2M HILL (1998b)This study

21 OK-100 KR OKF-100 145 325 562 594 765 2,003 Florida Geological Survey (2004)

22 OK-9000 LO ASR-1 200 NP 730 970 -- Florida Geological Survey (2004)

23 PB-1194 BB ASR-1370--

550--

810--

NPNP

890940

----


24 PB-1702 DRB ASR-1 390 -- 930 NP 1,060 -- CH2M HILL (1998c)

25 PB-1775 HCE FAMW 262 493 951 1,097 1,132 -- PBCWUD (2003a)

26 PB-1766 HCW PBF-10 205 -- 975 NP 1,150 2,070 Florida Geological Survey (2004)

27 PB-747 JU ASR-1 250 -- 960 1,050 1,200 -- Reese (2004)

28 PB-1764 SY3 FAMW330--

----

1,030970

1,110NP

1,3401,040

----

PBCWUD (2003b)This study

29 PB-1693 WPB MW-1120--

----

970860

NPNP

1,0601,020

----

CH2M HILL (1998a)This study

30 STL-356 SL ASR-1 130 -- 600 677 765 -- Reese (2004)

Table A2. Geologic unit boundaries and sources of determination.

[Depths are in feet below land surface. If more than one top for a formation is given, the top determined for this study was used for the appendix 1 plots. USGS, U.S. Geological Survey; NP, not present; PBCWUD, Palm Beach County Water Utilities Department; --, not determined or not penetrated]


Site

nu

mbe

r

USG

S lo

cal

wel

l id

entif

ier

Site

nam

eab

brev

iatio

nan

d ot

her

wel

l id

entif

ier

Dep

thto

top

oflo

wer

Ta

mia

mi

aqui

fer

Dep

thto

bas

e of

su

rfic

ial

aqui

fer

syst

em

Mid

-Haw

thor

n aq

uife

rU

pper

Flo

rida

n aq

uife

rM

iddl

e Fl

orid

an a

quife

rLo

wer

Flo

rida

n aq

uife

rRe

fere

nce

Dep

thto

top

Dep

thto

bas

eD

epth

to to

pD

epth

to b

ase

Dep

th to

top

Dep

thto

bas

eD

epth

to to

pD

epth

to b

ase

1G

-291

6B

C M

W-1

--38

0--

--85

0--

----

----

CH

2M H

ILL

(19

97)

2G

-288

7D

FB A

SR-1

-- --17

5 ---- --

-- ---- 91

0-- --

-- ---- --

-- ---- --

CH

2M H

ILL

(19

96)

Thi

s st

udy

3G

-291

7FA

ASR

-1--

270

----

970

----

----

--M

ontg

omer

y W

atso

n (1

998c

)

4G

-291

4ST

ASR

-1--

190

----

1,03

5--

----

----

Mon

tgom

ery

Wat

son

(199

8a)

5C

H-3

18E

W A

SR-1

--45

150

180

510

----

----

--PB

S&J

and

CH

2M H

ILL

(20

00)

6C

H-3

16SC

ASR

-2-- --

118 --

364

--37

2 --69

062

01,

026

---- --

-- ---- --

-- --M

ontg

omer

y W

atso

n H

arza

(20

02b)

7C

-120

8M

L A

SR-2

2519

429

054

074

0--

----

----

WR

S (2

000c

)

8C

-124

2PB

W E

W-1

5516

025

049

061

0--

----

----

WR

S (2

002d

)

9G

L-3

31M

H G

LF-

6--

160

----

840

1,11

01,

600

1,78

01,

910

2,03

0M

ike

Ben

nett

(SFW

MD

, wri

tten

com

-m

un.,

2002

; 200

3)

10H

E-1

141

CR

EX

BR

Y-1

--21

0--

--64

01,

000

----

----

Thi

s st

udy

12L

-581

0L

-581

1N

R A

SR-1

NR

MW

-1-- --

41 4022

523

037

838

553

652

9-- 90

4-- --

-- ---- --

-- --W

RS

(199

9b)

WR

S (1

999a

)

13L

-581

7O

L M

W-1

-- --7 --

237

--39

5 --51

5--

--1,

000

-- ---- --

-- ---- --

WR

S (2

000a

)T

his

stud

y

14L

-581

2SC

E T

PW-1

--30

240

350

650

----

----

--C

H2M

HIL

L (

1999

b)

15L

-587

1W

A A

SR-1

8010

213

624

845

0--

----

----

CH

2M H

ILL

(20

00c)

16M

-136

0PM

MF-

37--

170

----

765

1,04

01,

500

1,70

01,

780

2,05

0T

his

stud

y

17G

-306

1H

I A

SR-1

--17

8--

--97

5--

----

----

Mer

ritt

(199

7)

18G

-377

4JR

D E

W-1

-- --13

0 ---- --

-- --87

01,

150

--1,

400

-- ---- --

-- ---- --

CH

2M H

ILL

(20

03)

Thi

s st

udy

19G

-376

8SW

F A

SR-1

--15

5--

--1,

040

----

----

--T

his

stud

y

20G

-370

6W

WF

ASR

-1-- --

160 --

-- ---- --

940

1,16

0-- --

-- ---- --

-- ---- --

CH

2M H

ILL

(19

98b)

Thi

s st

udy

21O

K-1

00K

R O

KF-

100

--14

5--

--56

280

01,

000

1,45

01,

590

1,70

0T

his

stud

y

22O

K-9

000

LO

ASR

-1--

150

-- 280

-- ---- --

700

--75

0--

1,30

8--

1,63

0--

1,77

0--

-- --T

his

stud

yC

H2M

HIL

L (

1989

)

23PB

-119

4B

B A

SR-1

--35

0--

--81

0--

----

----

CH

2M H

ILL

(19

93)

24PB

-170

2D

RB

ASR

-1--

390

----

930

----

----

--C

H2M

HIL

L (

1998

c)

Tabl

e A

3. H

ydro

geol

ogic

uni

t bou

ndar

ies

and

sour

ces

of d

eter

min

atio

n.

[Dep

ths

are

in f

eet b

elow

land

sur

face

. If

mor

e th

an o

ne b

ound

ary

for

an a

quif

er is

giv

en, t

he b

ound

ary

dete

rmin

ed f

or th

e pr

esen

t stu

dy w

as u

sed

for

the

appe

ndix

1 p

lots

. USG

S, U

.S. G

eolo

gica

l Sur

vey;

WR

S,

Wat

er R

esou

rces

Sol

utio

ns, I

nc.;

PBC

WU

D, P

alm

Bea

ch C

ount

y W

ater

Util

ities

Dep

artm

ent;

SFW

MD

, Sou

th F

lori

da W

ater

Man

agem

ent D

istr

ict;

--, n

ot p

rese

nt, n

ot d

eter

min

ed, o

r no

t pen

etra

ted]

Appendixes 115

Site

nu

mbe

r

USG

S lo

cal

wel

l id

entif

ier

Site

nam

eab

brev

iatio

nan

d ot

her

wel

l id

entif

ier

Dep

thto

top

oflo

wer

Ta

mia

mi

aqui

fer

Dep

thto

bas

e of

su

rfic

ial

aqui

fer

syst

em

Mid

-Haw

thor

n aq

uife

rU

pper

Flo

rida

n aq

uife

rM

iddl

e Fl

orid

an a

quife

rLo

wer

Flo

rida

n aq

uife

rRe

fere

nce

Dep

thto

top

Dep

thto

bas

eD

epth

to to

pD

epth

to b

ase

Dep

th to

top

Dep

thto

bas

eD

epth

to to

pD

epth

to b

ase

25PB

-177

5H

CE

FA

MW

-- --21

0 ---- --

-- --95

1--

--1,

250

--1,

490

--1,

650

-- ---- --

PBC

WU

D (

2003

a)T

his

stud

y

26PB

-176

6H

CW

PB

F-12

--20

5--

--98

51,

225

1,51

51,

670

2,13

52,

260

Ben

nett

and

othe

rs (

2001

)

27PB

-747

JU A

SR-1

--25

0--

--96

0--

--

----

--T

his

stud

y

28PB

-176

4SY

3 FA

MW

-- --33

0 ---- --

-- --1,

030

970

1,50

01,

260

--1,

400

--1,

500

-- ---- --

PBC

WU

D (

2003

b)T

his

stud

y

29PB

-169

3W

PB M

W-1

-- ---- 120

-- ---- --

925

---- --

-- ---- --

-- ---- --

Thi

s st

udy

CH

2M H

ILL

(19

98a)

30ST

L-3

56SL

ASR

-1--

130

----

610

920

----

----

Thi

s st

udy

Tabl

e A

3. H

ydro

geol

ogic

uni

t bou

ndar

ies

and

sour

ces

of d

eter

min

atio

n.—

Cont

inue

d


Sitenumber

USGS local wellidentifier

Site name and other well identifier Reference

1 G-2916 Broward County WTP 2A—MW-1 This study

2 G-2887 Deerfield Beach West WTP—ASR-1 This study

3 G-2917 Fiveash WTP—ASR-1 This study

4 G-2914 Springtree WTP—ASR-1 This study

5 CH-318Englewood South Regional WWTP—

ASR-1PBS&J and CH2M HILL (2000)

6 CH-316 Shell Creek WTP—ASR-2 This study

7 C-1208 Marco Lakes—ASR-2 This study

8 C-1242 Pelican Bay Well Field—EW-1 This study

9 GL-331 Moore Haven S-77—GLF-6 This study

10 HE-1141Caloosahatchee River/Berry Grove—EX-

BRY-1This study

12L-5810L-5811

North Reservoir—ASR-1North Reservoir—MW-1

This studyThis study

13 L-5817 Olga WTP—MW-1WRS (2000a) for top two zones.

This study for bottom 3 zones

14 L-5812 San Carlos Estates—TPW-1 This study

15 L-5871 Winkler Avenue—ASR-1 This study

16 M-1360 Port Mayaca S-153—MF-37 This study

17 G-3061 Hialeah—ASR-1 Merritt (1997)

18 G-3774 J.R. Dean WTP—EW-1 This study

19 G-3768 Southwest Well Field—ASR-1 This study

20 G-3706 West Well Field—ASR-1 This study

21 OK-100 Kissimmee River—OKF-100 This study

22 OK-9000Taylor Creek/Nubbin Slough (Lake

Okeechobee)—ASR-1This study

23 PB-1194 Boynton Beach East WTP—ASR-1 This study

24 PB-1702Delray Beach North Storage Reservoir—

ASR-1This study

25 PB-1775 Hillsboro Canal East—FAMW This study

26 PB-1766 Hillsboro Canal West, site 1—PBF-10 This study

27 PB-747 Jupiter—ASR-1 This study

28 PB-1764 System 3 Palm Beach County—FAMW This study

29 PB-1693 West Palm Beach WTP—MW-1 This study

30 STL-356 St. Lucie County—ASR-1 This study

Table A4. Flow zone sources of determination.

[Flow zone depths are shown in the appendix 1 plots. WTP, water treatment plant; WWTP, wastewater treatment plant; WRS, Water Resources Solutions, Inc.]

Appendixes 117

Site number (fig. 1)

Site name and abbreviation References

1 Broward County WTP 2A (BC) CH2M HILL (1997; 1999a); Hazen and Sawyer, P.C. (2002)

2 Deerfield Beach West WTP (DFB) Camp, Dresser, and McKee, Inc. (1993)

3 Fiveash WTP (FA) Hazen and Sawyer, P.C. (2003; 2004); Montgomery Watson (1998c)

4 Springtree WTP (ST) Montgomery Watson (1998a; 2000b); Montgomery Watson Harza (2002a)

5 Englewood South Regional WWTP (EW) PBS&J and CH2M HILL (2000); CH2M HILL (2004a)

6 Shell Creek WTP (SC)Montgomery Watson (1998b; 2000a); Montgomery Watson Harza (2002b); Water

Resources Solutions, Inc. (2002e; 2003d)

7 Marco Lakes (ML)Viro Group Inc. (1998); Water Resources Solutions, Inc. (1999c; 2000 c,d; 2002a;

2003c; 2004 a,b)

8 Pelican Bay Well Field (PBW) Water Resources Solutions, Inc. (2002d)

9 Moore Haven S-77 (MH) Weekly drilling and construction reports submitted to FDEP

10 Caloosahatchee River/Berry Grove (CR) Weekly drilling and construction reports submitted to FDEP

11 Lee County WTP (LC) Fitzpatrick (1986)

12 North Reservoir (NR) Water Resources Solutions, Inc. (1999 a,b; 2002b, 2003a)

13 Olga WTP (OL) Water Resources Solutions, Inc. (2000 a,b; 2002c; 2003b)

14 San Carlos Estates (SCE) CH2M HILL (1999b; 2000 a,b; 2001b)

15 Winkler Avenue (WA) CH2M HILL (2000c; 2002b)

16 Port Mayaca S-153 (PM) Bennett and others (2004)

17 Hialeah (HI) Merritt (1997)

18 J.R. Dean WTP (JRD) CH2M HILL (2003)

19 Southwest Well Field (SWF) CH2M HILL (2001a); Miami-Dade Water and Sewer Dept. (2003)

20 West Well Field (WWF) CH2M HILL (1998b)

21 Kissimmee River (KR) CH2M HILL (2004b)

22 Taylor Creek/Nubbin Slough—Lake Okeechobee (LO) CH2M HILL (1989); Quiñones-Aponte and others (1996)

23 Boynton Beach East WTP (BB) CH2M HILL (1993)

24 Delray Beach North Storage Reservoir (DRB) CH2M HILL (1998c; 2002a)

25 Hillsboro Canal, East (HCE) Palm Beach County Water Utilities Department (2003a)

26 Hillsboro Canal, West, Site 1 (HCW) Bennett and others (2001).

27 Jupiter (JU) J.J. Plappert, Florida Department of Environmental Protection (written commun., 1977)

28 System 3 Palm Beach County (SY3) Palm Beach County Water Utilities Department (2003b)

29 West Palm Beach WTP (WPB) CH2M HILL (1998a)

30 St. Lucie County (SL) Wedderburn and Knapp (1983)

Appendix 2. Sources of Literature for the Aquifer Storage and Recovery Sites in Southern Florida[Site numbers refer only to this report. FDEP, Florida Department of Environmental Protection; WTP, water treatment plant; WWTP, wastewater treatment plant]

appendix 1. geophysical logs and hydrogeologic ... · porosity (sonic, neutron, and density logs)...

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