Appendixes 75
Appendix 1. Geophysical Logs and Hydrogeologic Characteristics for Selected Wells at Aquifer Storage and Recovery Sites in Southern Florida
This appendix provides borehole data and hydrogeologic and has not yet been completed. Two of the facilities interpretation for selected aquifer storage and recovery (ASR) (sites 11 and 13) are at the same location, and only one plot wells in southern Florida. Geophysical log traces, a general- (well L-5817, site 13) is used for both. At site 12, plots of both ized lithologic column, preferential flow zones, geologic the ASR well and a monitoring well are included. and hydrogeologic units, constructed open-hole interval(s), The geologic and hydrogeologic unit boundaries shown and vertical changes in ambient chloride concentration, as on the plots in this appendix are listed together with their indicated by water samples collected from known intervals, sources of determination in tables A2 and A3. The litho- are illustrated in plots for at least one well per site. The logic descriptions used to illustrate lithology in the lithologic geophysical log traces have been grouped and plotted in four column were obtained from well completion reports written tracks where available. From left to right, these borehole log by consulting firms for the individual ASR sites or from the curves include: track 1—gamma ray, caliper, and spontaneous Florida Geological Survey (Florida Geological Survey, 2004). potential; track 2 formation resistivity; track 3 formation — — Flow zones were determined primarily using the borehole porosity (sonic, neutron, and density logs) and some borehole fluid curves including the flowmeter, but other curves such as fluid temperature; and track 4—borehole fluid (temperature, the caliper, resistivity, and porosity logs can provide support- resistivity, and fluid velocity or flowmeter). A list of the geo- ing data. The sources of determination for the flow zones are physical logging tool devices and units used in these plots is given in table A4. Borehole fluid logs, however, often were not given in table A1. Most geophysical log data can be obtained from the DBHYDRO database web site, http://glades.sfwmd. run above where the final casing was set at the top of the open gov/pls/dbhydro_pro_plsql/show_dbkey_info.main_page, interval, which sometimes was below the top of the Upper which was developed and operated by South Florida Water Floridan aquifer. The determination of the top of the aquifer Management District (SFWMD). Hard copies of logs were was less certain for these cases (for example, sites 2, 3, and 4). digitized by the SFWMD for this study, and the data were Wells at most sites penetrated only the Upper Floridan stored in their database. aquifer; at some sites, however, deep aquifers were penetrated. Data from monitoring wells often were used instead of Both the middle Floridan aquifer and the upper part of the injection wells because monitoring wells generally were the Lower Floridan aquifer were penetrated at five of the sites first (test) wells at a site and were drilled to greater depths. (9, 16, 21, 22, and 26), and in this appendix, a second page Where monitoring well data are used, the ASR storage open- is included that shows these deeper aquifers. Additionally, at hole interval for the injection well at the site also is shown or two other sites (25 and 28), the middle Floridan aquifer was indicated. At one site (site 9), only a test well has been drilled penetrated. 76 Hydrogeology and Aquifer Storage and Recovery Performance in the Upper Floridan Aquifer, Southern Florida
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]
Logging tools and devices Units
Abbreviation Description Abbreviation Description
AHO10 Array induction – 1-foot resistivity A10 OHMM Ohm-meters
AHO60 Array induction – 1-foot resistivity A60 OHMM Ohm-meters
AHO90 Array induction – 1-foot resistivity A90 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 Appendixes 77
EXPLANATION GEOLOGIC UNITS HYDROGEOLOGIC UNITS
POST MIOCENE AGE ROCKS LOWER TAMIAMI AQUIFER
HAWTHORN GROUP SURFICIAL AQUIFER SYSTEM
ARCADIA FORMATION INTERMEDIATE CONFINING UNIT
SUWANNEE LIMESTONE MID-HAWTHORN AQUIFER
OCALA LIMESTONE UPPER FLORIDAN AQUIFER
AVON PARK FORMATION MIDDLE CONFINING UNIT
OLDSMAR FORMATION MIDDLE FLORIDAN AQUIFER
LOWER FLORIDAN AQUIFER
LOWER CONFINING UNIT
LITHOLOGIC SYMBOLS
ANHYDRITIC FOSSILIFEROUS SAND
CALCARENITE GRAVEL SANDSTONE
CALCAREOUS LIME MUD SANDY
CHERT LIMESTONE SHELL BED
CLAY OR CLAYEY NO SAMPLE SILT
DOLOMITE OOLITIC SILTSTONE
DOLOMITIC PHOSPHATIC SILTY
OTHER SYMBOLS AND WATER QUALITY DATA SYMBOLS COMPLETED OTHER SAMPLED INTERVAL– 1,900 4,000 FLOW ZONE OPEN-HOLE Includes open-hole intervals, packer INTERVAL tests, and samples collected during reverse-air rotary drilling
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. 78 Hydrogeology and Aquifer Storage and Recovery Performance in the Upper Floridan Aquifer, Southern Florida
Site 1, Broward County WTP 2A MW-1 (G-2916) GR (Spliced) RSN (Spliced) FRES 0 (GAPI) 200 06(OHMM) 0 .5 (OHMM) 1.5 CAL (Spliced) RLN (Spliced) DTEM 02(INCHES) 0 06(OHMM) 0 -20 (DEGF/FT) 20 TEMP 70 (DEGF) 74 DYNU 0 (CPS) 160 DYND
Lithology Open Interval and Flow Zones Hydrogeologic Units Geologic Units 0 (CPS) 160 500
600
700
ACE 800
900
DEPTH, IN FEET BELOW LAND SURF 1,000
1,100 1,900
1,200 Open interval in ASR-1 at same site Appendixes 79
Site 2, Deerfield Beach West WTP ASR-1 (G-2887)
GR (Spliced) RSN DYND 0 (GAPI) 200 08(OHMM) 0 0 (CPS) 300 CAL (Spliced) ILM FRES 02(INCHES) 0 08(OHMM) 0 03(OHMM) ILD TEMP 08(OHMM) 0 23 (DEGF) 24 Guard Resistivity Flow Zones
Open Interval and
Hydrogeologic Units Lithology Geologic Units (FGS) 08(OHMM) 0 500
600
700
ACE
800
900
DEPTH, IN FEET BELOW LAND SURF
1,000
2,000
1,100 80 Hydrogeology and Aquifer Storage and Recovery Performance in the Upper Floridan Aquifer, Southern Florida
Site 3, Fiveash WTP ASR-1 (G-2917)
GR (Spliced) ILD (Spliced) DT (Spliced) DYNU 0 (GAPI) 150 08(OHMM) 0 200 (USEC/FT) 80 04(CPS) 0 YCAL (Spliced) ILM (Spliced) FRES 01(INCHES) 8 08(OHMM) 0 61(OHMM) 2 XCAL (Spliced) LL3 (Spliced) TEMP 01(INCHES) 8 08(OHMM) 0 70 (DEGF) 74 DTEM Flow Zones
Open Interval and
Lithology Hydrogeologic Units Geologic Units -.2 (DEGF/FT) .2 600
700
800
ACE
900
1,000
DEPTH, IN FEET BELOW LAND SURF 1,100
3,520 FMW-1
4,000 1,200
1,300 Appendixes 81
Site 4, Springtree WTP ASR-1 (G-2914)
XCAL (Spliced) LL3 (Spliced) DT FRES 02(INCHES) 0 06(OHMM) 0 180 (USEC/FT) 80 10 (OHMM) 16 YCAL (Spliced) ILM (Spliced) DTEM DYND
02(INCHES) 0 y 06(OHMM) 0 -.4 (DEGF/FT) .4 52(CPS) 0
GR (Spliced) ILD (Spliced) TEMP DYNU Flow Zones
Open Interval and
Litholog Geologic Units 0 (GAPI) 200 06(OHMM) 0 70 (DEGF) 75 51(CPS) 5 Hydrogeologic Units 700
800
900
ACE
1,000
1,100
DEPTH, IN FEET BELOW LAND SURF
3,600 1,200
2,200
1,300 82 Hydrogeology and Aquifer Storage and Recovery Performance in the Upper Floridan Aquifer, Southern Florida
Site 5, Englewood South Regional WWTP TPW-1, (CH-318)
SP ILD DT -50 (MV) 150 02(OHMM) 0 160 (USEC/FT) 60 GR 0 (GAPI) 200
CAL Flow Zones 01(INCHES) 6 Open Interval and
Lithology
Geologic Units Hydrogeologic Units 0
100
200
300
ACE
400
500
DEPTH, IN FEET BELOW LAND SURF
11,600 600
700
17,500
800 Appendixes 83
Site 6, Shell Creek WTP ASR-2 (CH-316)
X-CAL (SPLICED) ILD (SPLICED) DT (SPLICED) DYND (SPLICED) 02(INCHES) 0 08(OHMM) 0 200 (USEC/FT) 40 08(CPS) 0 Y-CAL (SPLICED) ILM (SPLICED) TEMP (SPLICED) FSD (SPLICED)
s 02(INCHES) 0 08(OHMM) 0 80 (DEGF) 85 03(CPS) 0 GR (SPLICED) Ll3 (SPLICED) DTEM (SPLICED) 0 (GAPI) 200 08(OHMM) 0 -.3 (DEGF/FT) .3 SP (SPLICED) Flow Zone
Open Interval and
Hydrogeologic Units
Lithology -10 (MV) 10 Geologic Units 300
400
500
ACE 600
700
837
800
DEPTH, IN FEET BELOW LAND SURF 900
746 900
1,000
Bottom of storage zone in wells ASR-1, 3, and 4R is shallower, and equal to 933, 912, and 915 feet, respectively. 84 Hydrogeology and Aquifer Storage and Recovery Performance in the Upper Floridan Aquifer, Southern Florida
Site 7 , Marco Lakes ASR-2 (C-1208)
XCAL (SPLICED) ILD DT (SPLICED) DYND 02(INCHES) 0 08(OHMM) 0 200 (USEC/FT) 60 05(CPS) 0 c YCAL (SPLICED) ILM FSD
02(INCHES) 0 08(OHMM) 0 05(CPS) 0 Units
GR LL3 Flow Zones
Hydrogeologi
Open Interval and
Lithology 05(GAPI) 0 Geologic Units 08(OHMM) 0 0
100
200
ACE 300 3,260
400
500
DEPTH, IN FEET BELOW LAND SURF
600
700
2,480 3,740
790 FEET Appendixes 85
Site 8, Pelican Bay Well Field Test Well (C-1242)
GR ILD DT DYND
and
0 (GAPI) 200 06(OHMM) 0 180 (USEC/FT) 80 04(CPS) 0 Units XCAL ILM FSD
Zones
02(INCHES) 0 06(OHMM) 0 04(CPS) 0 Interval
YCAL LL3 Flow
Open
Lithology 02(INCHES) 0 Geologic Units 06(OHMM) 0 300 Hydrogeologic
2,480
400
500
600
ACE
700
800 2,070 2,600
DEPTH, IN FEET BELOW LAND SURF
900
1,000
1,100 Upper monitoring zone open interval Lower monitoring zone open interval ()planned as storage zone 86 Hydrogeology and Aquifer Storage and Recovery Performance in the Upper Floridan Aquifer, Southern Florida
Site 9, Moore Haven S-77 Test Well GLF-6 (GL-331) GR (Spliced) LL3 (Spliced) NPHI (Spliced) DTEM 0 (GAPI) 200 08(OHMM) 0 70 (PU) 0 -.3 (DEGF/FT) .3 CAL (Spliced) ILM (Spliced) DPHI (Spliced) FRES 02(INCHES) 0 08(OHMM) 0 70 (PU) 0 .5 (OHMM) 1.5
SP (Spliced) ILD (Spliced) Flow Zones
Open Interval and
Hydrogeologic Units
Lithology -200 (MV) 100 Geologic Units 08(OHMM) 0 600
700
800
900
1,900 1,000
ACE
1,100
1,200
DEPTH, IN FEET BELOW LAND SURF
1,300
1,400
1,200
1,500
1,600 Well not completed. Present open interval is from 855 to 1,700 feet. Appendixes 87
Site 9, (Continued), Moore Haven S-77 Test Well GLF-6 (GL-331) GR (Spliced) LL3 (Spliced) NPHI (Spliced) DTEM 0 (GAPI) 200 08(OHMM) 0 70 (PU) 0 -.3 (DEGF/FT) .3 d
s CAL (Spliced) ILM (Spliced) DPHI (Spliced) FRES 02(INCHES) 0 08(OHMM) 0 70 (PU) 0 .5 (OHMM) 1.5
SP (Spliced) ILD (Spliced) Flow Zone
Open Interval an
Hydrogeologic Units
Lithology -200 (MV) 100 Geologic Units 08(OHMM) 0 1,600
4,400
ACE 1,700
1,800
1,900
DEPTH, IN FEET BELOW LAND SURF
2,000
Well not completed. Present open interval is from 855 to 1,700 feet. 88 Hydrogeology and Aquifer Storage and Recovery Performance in the Upper Floridan Aquifer, Southern Florida
Site10 , Caloosahatchee River/Berry Grove EXBRY-1 (HE-1141)
GR AHO10 DT 0 (GAPI) 200 06(OHMM) 0 180 (USEC/FT) 60 SP AHO60 DPHI -150 (MV) 0 06(OHMM) 0 70 (PU) 0 XCAL AHO90 NPHI 01(INCHES) 8 06(OHMM) 0 70 (PU) 0 YCAL
Lithology Open Interval 01(INCHES) 8 Geologic Units Hydrogeologic Units 400
500
600
700
900-
ACE 940
800
900
1,000
DEPTH, IN FEET BELOW GROUND SURF
1,100
1,200
1,300
1,400 Appendixes 89
Site 12, North Reservoir ASR-1 (L-5810) GR (Spliced) RSN (Spliced) DYND 0 (GAPI) 200 07(OHMM) 0 0 (RPM) 100 CAL (Spliced) RLN (Spliced) TEMP 01(INCHES) 5 07(OHMM) 0 82 (DEGF) 84
FRES Flow Zones
Open Interval and
Hydrogeologic Unit
Lithology Geologic Units 24(OHMM) 0
100
200
ACE
300
400
DEPTH, IN FEET BELOW LAND SURF
500 Missing data
750 600 90 Hydrogeology and Aquifer Storage and Recovery Performance in the Upper Floridan Aquifer, Southern Florida
Site 12, North Reservoir MW-1 (L-5811)
CAL RSN (Spliced) DT FRES 02(INCHES) 0 08(OHMM) 0 140 (USEC/FT) 40 04(OHMM) GR (Spliced) RLN (Spliced) TEMP 0 (GAPI) 200 08(OHMM) 0 82 (DEGF) 90
DYND Flow Zones
Open Interval and
Lithology Hydrogeologic Units Geologic Units 04(CPS) 0 300
400
500
ACE 700 600
700
DEPTH, IN FEET BELOW LAND SURF 800
720
900
1,000
1,000 Appendixes 91
Site 13, Olga WTP MW1 (L-5817) (Site 11 data is shown where indicated) YCAL RSN (Spliced) DT DYND 01(INCHES) 4 07(OHMM) 0 160 (USEC/FT) 60 0 (CPS) 500 XCAL RLN (Spliced) FRES 01(INCHES) 4 07(OHMM) 0 24(OHMM) CAL TEMP 02(INCHES) 0 83 (DEGF) 88
CAL Flow Zones
62(INCHES) 0 Open Interval and
GR (Spliced) Hydrogeologic Units
Lithology 0 (GAPI) 300 Geologic Formations 400
(site 11, ASR well L-3225) 500
500 Missing data Missing data 540 (site 11, L-2530)
600
260
ACE 700
800
1,140 1,000 900
DEPTH, IN FEET BELOW LAND SURF
1,000
850
1,100
1,200 Open interval is for Olga WTP well ASR-1 92 Hydrogeology and Aquifer Storage and Recovery Performance in the Upper Floridan Aquifer, Southern Florida
Site 14, San Carlos Estates TPW-1 (L-5812)
YCAL (Spliced) ILM (Spliced) DT FRES 0 (INCHES) 20 08(OHMM) 0 140 (USEC/FT) 40 0 (OHMM) 5 XCAL (Spliced) ILD (Spliced) TEMP 85 (DEGF) 90 02(INCHES) 0 08(OHMM) 0 DYND GR (Spliced) LL3 (Spliced) 0 (CPS) 30 Flow Zones 0 (GAPI) 08(OHMM) 0 Open Interval and
Lithology
Geologic Units 200 Hydrogeologic Units 0
100
200
340 300
ACE
400
500
DEPTH, IN FEET BELOW LAND SURF
600
1,100
700 Appendixes 93
Site 15, Winkler Ave ASR-1 (L-5871)
GR (Spliced) ILD (Spliced) FSD 0 (GAPI) 100 0 (OHMM) 100 0 (CPS) 100 XCAL (Spliced) ILM (Spliced) DYND 01(IN) 7 0 (OHMM) 100 0 (CPS) 100 YCAL (Spliced) LL3 (Spliced) 01(IN) 7 0 (OHMM) 100
SP (Spliced) Flow Zones -2 (MV) 4 Open Interval and
Hydrogeologic Units
Lithology Geologic Units 0
100
1,540
200
ACE
300
400
DEPTH, IN FEET BELOW LAND SURF
500 1,240
600 94 Hydrogeology and Aquifer Storage and Recovery Performance in the Upper Floridan Aquifer, Southern Florida
Site 16, Port Mayaca Test Well MF-37 (M-1360) SP ILD (Spliced) NPHI (Spliced) DTEM -100 (MV) 0 08(OHMM) 0 70 (PU) 0 -.2 (DEGF/FT) .2
es GR (Spliced) ILM (Spliced) DT FRES 0 (GAPI) 150 08(OHMM) 0 160 (USEC/FT) 60 .5 (OHMM) .8 XCAL LL3 (Spliced) TEMP 02(INCHES) 0 08(OHMM) 0 84 (DEGF) 89 YCAL FSD 02(INCHES) 0 03(CPS) 0 DYND
Lithology Open Interval and Flow Zon Hydrogeologic Units Geologic Units 0 (CPS) 300 600
700
800
750 726
900
ACE
1,000
1,100
DEPTH, IN FEET BELOW LAND SURF
1,200
180
1,300
1,400 Open interval is for well EXPM-1 ()M-1361 at the same site. Well MF-37 has not been completed, but casing was set at 765 feet. Appendixes 95
Site 16, (Continued) , Port Mayaca Test Well MF-37 (M-1360) SP ILD (Spliced) NPHI (Spliced) DTEM -100 (MV) 0 08(OHMM) 0 70 (PU) 0 -.2 (DEGF/FT) .2
es GR (Spliced) ILM (Spliced) DT FRES
its 0 (GAPI) 150 08(OHMM) 0 160 (USEC/FT) 60 .5 (OHMM) .8 XCAL LL3 (Spliced) TEMP 02(INCHES) 0 08(OHMM) 0 84 (DEGF) 89 YCAL FSD 02(INCHES) 0 03(CPS) 0 DYND Hydrogeologic Un
Open Interval and Flow Zon
Lithology Geologic Units 0 (CPS) 300 1,400
1,500
1,820
1,600
2,970
ACE
1,700
1,800 10,100
DEPTH, IN FEET BELOW LAND SURF
1,900
2,000 15,300 96 Hydrogeology and Aquifer Storage and Recovery Performance in the Upper Floridan Aquifer, Southern Florida
Site 17 , Hialeah ASR-1 (G-3061)
GR Single Point Resistance 0 (GAPI) 150 030
RSN Units
Flow Zones
03(OHMM) 0 Hydrogeologic
Lithology
Geologic Units 400 Open Interval and
500
600
ACE
700
800
DEPTH, IN FEET BELOW LAND SURF 1,900
900
1,000
1,200
1,100 Appendixes 97
Site 18, J.R. Dean WTP EW-1 (G-3774) GR (Spliced) ILD (Spliced) TEMP FSD 08(GAPI) 0 08(OHMM) 0 80 (DEGF) 83 04(CPS) 0 XCAL (Spliced) ILM (Spliced) DTEM DYND 02(INCHES) 0 08(OHMM) 0 -.1 (DEGF/FT) .1 0 (CPS) 160 YCAL (Spliced) LL3 (Spliced) DT (Spliced) FRES 180 (USEC/FT) 80 02(INCHES) 0 08(OHMM) 0 02(OHMM) Flow Zones
SP (Spliced) Open Interval and
Hydrogeologic Units
Lithology -20 (MV) 20 Geologic Units 700
800
900
4,789
1,000
ACE
2,185 1,100 1,990
2,700 1,200
DEPTH, IN FEET BELOW LAND SURF 3,400
1,300
1,400
1,500 98 Hydrogeology and Aquifer Storage and Recovery Performance in the Upper Floridan Aquifer, Southern Florida
Site 19, Southwest Well Field ASR-1 (G-3768)
GR RSN DT FRES 0 (GAPI) 150 02(OHMM) 0 160 (USEC/FT) 40 02(OHMM) CAL DTEM 02(INCHES) 5 71 (DEGF/FT) 73
CAL DYND Flow Zones
Open Interval and
Lithology Hydrogeologic Units 02(INCHES) 5 Geologic Units 0 (RPM) 500 600
700
800
ACE 1,550 900
1,000
DEPTH, IN FEET BELOW LAND SURF 1,100
1,200
1,300 Appendixes 99
Site 20, West Well Field ASR-1 (G-3706)
GR (Spliced) ILM (Spliced) DT FRES s 0 (GAPI) 200 06(OHMM) 0 180 (USEC/FT) 80 68(OHMM) YCAL (Spliced) ILD (Spliced) TEMP DYND 02(INCHES) 0 06(OHMM) 0 65 (DEGF) 75 0 (CPS) 100
XCAL (Spliced) LL3 (Spliced) DTEM DYNU Flow Zones
(DEGF/FT) Open Interval and
Lithology Geologic Units 02(INCHES) 0 06(OHMM) 0 -1 1 0 (CPS) 100 Hydrogeologic Unit 600
700
800
ACE 900
2,499
2,000
1,000
DEPTH, IN FEET BELOW LAND SURF 1,100
1,200
1,300 Chloride concentration of 4,649 milligrams per liter reported for interval from 1,370 feet to 1,390 feet in well MW-1. 100 Hydrogeology and Aquifer Storage and Recovery Performance in the Upper Floridan Aquifer, Southern Florida
Site 21, Kissimmee River Test Well OKF-100 (OK-100) GR (Spliced) ILD NPHI (Spliced) DTEM 0 (GAPI) 150 08(OHMM) 0 70 (PU) 0 -.2 (DEGF/FT) .2 SP (Spliced) ILM DPHI (Spliced) FRES s -150 (MV) 50 08(OHMM) 0 70 (PU) 0 12(OHMM) XCAL LL3 TEMP 03(INCHES) 0 08(OHMM) 0 80 (DEGF) 85 YCAL AHO10 FSD 03(INCHES) 0 08(OHMM) 0 03(CPS) 0 AHO60 DYND 08(OHMM) 0 0 (CPS) 300 AHO90
Lithology Open Interval and Flow Zone Geologic Units 08(OHMM) 0 Hydrogeology Units
400
500
600
600 700
ACE
800
900
DEPTH, IN FEET BELOW LAND SURF 1,000
1,100
1,200
1,300
Open interval is for well EXKR-1 (OK-101) at the same site. Well OKF-100 has not been completed, but casing was set at 565 feet. Appendixes 101
Site 21, (Continued), Kissimmee River Test Well OKF-100 (OK-100) GR (Spliced) ILD NPHI (Spliced) DTEM 0 (GAPI) 150 08(OHMM) 0 70 (PU) 0 -.2 (DEGF/FT) .2
s SP (Spliced) ILM DPHI (Spliced) FRES e -150 (MV) 50 08(OHMM) 0 70 (PU) 0 12(OHMM) CAL (Spliced) LL3 TEMP 02(INCHES) 5 08(OHMM) 0 80 (DEGF) 85 XCAL FSD 03(INCHES) 0 03(CPS) 0 YCAL DYND 03(INCHES) 0 0 (CPS) 300
Lithology Open Interval and Flow Zon 1,300 Geologic Units Hydrogeology Units
1,400
ACE 1,500
1,600
6,200
1,700
DEPTH, IN FEET BELOW LAND SURF 1,800
4,990
1,900
2,000 6,970 102 Hydrogeology and Aquifer Storage and Recovery Performance in the Upper Floridan Aquifer, Southern Florida
Site 22, Taylor Creek/Nubbin Slough ASR-1 (OK-9000) CAL (Spliced) RSN (Spliced) TEMP 02(INCHES) 0 08(OHMM) 0 80 (DEGF) 115 GR (Spliced) RLN (Spliced) DYND 0 (GAPI) 200 08(OHMM) 0 0 (CPS) 600
TEMP Flow Zones
80 (DEGF) 90 Open Interval and
Lithology Hydrogeologic Units 400 Geologic Units
500
600
700
800
ACE
900
1,000 210
DEPTH, IN FEET BELOW GROUND SURF 1,100
131 1,200
1,300 1,680
1,400 Appendixes 103
Site 22, (Continued), Taylor Creek/Nubbin Slough ASR-1 (OK-9000) CAL (Spliced) DYND 02(INCHES) 0 0 (CPS) 600 GR (Spliced) TEMP 0 (GAPI) 200 80 (DEGF) 90
Flow Zones
Open Interval and
Hydrogeologic Units
Lithology 1,400 Geologic Units
ACE 2,510
1,500 2,910
2,920 1,600
1,700
DEPTH, IN FEET BELOW GROUND SURF 1,800 104 Hydrogeology and Aquifer Storage and Recovery Performance in the Upper Floridan Aquifer, Southern Florida
Site 23, Boynton Beach East WTP ASR-1 (PB-1194)
GR ILM DYND 0 (GAPI) 200 04(OHMM) 0 0 (CPS) -200 YCAL ILD DYNU 02(INCHES) 0 04(OHMM) 0 0 (CPS) 200 XCAL LL3 TEMP 02(INCHES) 0 04(OHMM) 0 85 (DEGF) 86
Flow Zones CAL FRES
Open Interval and
Lithology Hydrogeologic Units 02(INCHES) 5 Geologic Units 1.5 (OHMM) 2.5 500
600
700
ACE
800
1,920
900
DEPTH, IN FEET BELOW LAND SURF 1,000
1,100
1,200 Appendixes 105
Site 24, Delray Beach North Storage Reservoir ASR-1 (PB-1702)
YCAL RLN DT FRES 02(INCHES) 5 04(OHMM) 0 180 (USEC/FT) 80 46(OHMM) XCAL RSN DTEM DYNU 02(INCHES) 5 04(OHMM) 0 -.3 (DEGF/FT) .3 04(CPS) 0 GR (Spliced) ILD TEMP DYND 0 (GAPI) 200 04(OHMM) 0 74 (DEGF) 80 04(CPS) 0 CAL ILM 02(INCHES) 5 04(OHMM) 0 LL3 04(OHMM) 0
Lithology Open Interval and Flow Zones Hydrogeologic Units Geologic Units 600
700
800
ACE
2,630
900 2,669
2,143 1,000
DEPTH, IN FEET BELOW LAND SURF
2,069
1,100 2,300
1,200 106 Hydrogeology and Aquifer Storage and Recovery Performance in the Upper Floridan Aquifer, Southern Florida
Site 25, Hillsboro Canal East FAMW (PB-1775) XCAL (Spliced) ILD (Spliced) DT TEMP 02(INCHES) 0 05(OHMM) 0 160 (USEC/FT) 60 72 (DEGF) 74 YCAL (Spliced) ILM (Spliced) DTEM 02(INCHES) 0 05(OHMM) 0 -.12 (DEGF/FT) .12 GR (Spliced) LL3 (Spliced) DYND (GAPI)
0 200 05(OHMM) 0 0 (CPS) 100 Flow Zones FSD
Open Interval and
Hydrogeologic Units
Lithology Geologic Units 02(CPS) 5 800
900
1,000 2,200
2,300 1,100
ACE
1,200
1,300
2,100
1,400
DEPTH, IN FEET BELOW GROUND SURF
1,500
1,600 2,400
Well ASR-1 at this site has an open interval of from 1,010 to 1,225 feet Appendixes 107
Site 26, Hillsboro Canal West, Test Well PBF-12 (PB-1766) XCAL ILD DT DYNU 02(INCHES) 0 06(OHMM) 0 140 (USEC/FT) 40 0 (CPS) 2000 YCAL ILM DPHI (Spliced) DYNU 02(INCHES) 0 06(OHMM) 0 70 (PU) 0 0 (CPS) 150 CAL LL3 NPHI (Spliced) DYND 02(INCHES) 0 06(OHMM) 0 70 (PU) 0 01(CPS) GR (Spliced) FRES (Spliced) 0 (GAPI) 100 .5 (OHMM) 3 SP (Spliced) TEMP (Spliced) -100 (MV) 0 69 (DEGF) 75 DTEM (Spliced) -.1 (DEGF/FT) .1
Lithology Open Interval and Flow Zones 700 Geologic Units Hydrogeologic Units
800
900
ACE 1,000
2,336 1,100 1,812
1,287 1,200
DEPTH, IN FEET BELOW GROUND SURF
1,300
1,400
1,500 Open interval is storage zone in well EXW-1 at the same site 108 Hydrogeology and Aquifer Storage and Recovery Performance in the Upper Floridan Aquifer, Southern Florida
Site 26, (Continued), Hillsboro Canal West, Test Well PBF-12 (PB-1766) XCAL ILD DT DYNU 02(INCHES) 0 06(OHMM) 0 140 (USEC/FT) 40 0 (CPS) 2000 YCAL ILM DPHI (Spliced) DYNU 02(INCHES) 0 06(OHMM) 0 70 (PU) 0 0 (CPS) 150 CAL LL3 NPHI (Spliced) DYND 02(INCHES) 0 06(OHMM) 0 70 (PU) 0 0 (CPS) 1 GR (Spliced) FRES (Spliced) 0 (GAPI) 100 .5 (OHMM) 3 SP (Spliced) TEMP (Spliced) -100 (MV) 0 69 (DEGF) 75 DTEM (Spliced)
Lithology Open Interval and Flow Zones Geologic Units -.1 (DEGF/FT) .1 Hydrogeologic Units 1,500
1,230 1,600
1,700
ACE 1,800
1,900
2,000
DEPTH, IN FEET BELOW GROUND SURF
2,100
2,200 16,400
2,300 Appendixes 109
Site 27 ,( Jupiter ASR-1 PB-747)
GR 05(GAPI) 0
CAL Units
Open Interval
0 (INCHES) 22.5 Hydrogeologic
Lithology
and Flow Zones 500 Geologic Units
600
700
ACE 800
900
DEPTH, IN FEET BELOW LAND SURF
1,000
1,100
1,800
1,200 110 Hydrogeology and Aquifer Storage and Recovery Performance in the Upper Floridan Aquifer, Southern Florida
Site 28, System 3 Palm Beach County FAMW (PB-1764) GR (Spliced) RSN (Spliced) FRES 0 (GAPI) 200 05(OHMM) 0 13(OHMM) CAL (Spliced) RLN (Spliced) DYND 02(INCHES) 0 05(OHMM) 0 0 (RPM) 400 LAT6 (Spliced) FRES 05(OHMM) 0 13(OHMM)
Flow Zones TEMP (Spliced)
Open Interval and
Hydrogeologic Units
Geologic Units Lithology 78 (DEGF) 83 700
800
900
ACE 1,000
2,100 1,100
2,007 1,200
DEPTH, IN FEET BELOW GROUND SURF
1,300
1,400
1,500 Open interval in well ASR-1 at same site Appendixes 111
Site 29, West Palm Beach WTP MW-1 (PB-1693)
CAL (Spliced) ILM DT DYND 02(INCHES) 5 08(OHMM) 0 160 (USEC/FT) 60 0 (CPS) -200 GR ILD DYNU 0 (GAPI) 100 08(OHMM) 0 0 (CPS) 100 GR RSN (Spliced) TEMP 0 (GAPI) 400 08(OHMM) 0 72 (DEGF) 74 RLN (Spliced) FRES 08(OHMM) 0 23(OHMM) TEMP 70 (DEGF) 74 FRES
Lithology Open Interval and Flow Zones Geologic Units 13(OHMM) Hydrogeologic Units 700
800
900
ACE
1,000
2,600
2,800
1,100
DEPTH, IN FEET BELOW LAND SURF 1,200
1,300
2,060
1,400 Open interval in well ASR-1 at same site 112 Hydrogeology and Aquifer Storage and Recovery Performance in the Upper Floridan Aquifer, Southern Florida
Site 30, St. Lucie County ASR-1, SLF-50 (STL-356)
CAL RSN NEU DTEM 01(INCHES) 4 06(OHMM) 0 0 (CPS) 500 0 (DEGF/FT) 200 GAMM RLN FRES 0 (CPS) 200 06(OHMM) 0 35(OHMM) DYND 04(CPS) 0 TEMP
Lithology Open Interval and Flow Zones Geologic Units 83 (DEGF) 86 Hydrogeologic Units 300
400
500
ACE
600
955 700
DEPTH, IN FEET BELOW LAND SURF 800
1,015 900
1,000 Appendixes 113
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 name USGS Depth to Depth to Depth to Depth to Depth to Depth to abbreviation Site local top of top of top of top of top of top of and other Reference number well Hawthorn Arcadia Suwannee Ocala Avon Park Oldsmar well identifier Group Formaton Limestone Limestone Formation Formation identifier 380 -- 850 1,000 1,120 -- CH2M HILL (1997) 1 G-2916 BC MW-1 -- -- 950 NP -- -- This study 2 G-2887 DFB ASR-1 520 NP NP 990 -- Florida Geological Survey (2004) 270 555 970 1,030 -- -- Montgomery Watson (1998c) 3 G-2917 FA ASR-1 ------NP 1,030 -- This study 190 510 1,035 1,115 -- -- Montgomery Watson (1998a) 4 G-2914 ST ASR-1 ------NP 1,115 -- 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) Water Resources Solutions, Inc. 7 C-1208 ML ASR-2 125 250 730 ------(2000c) Water Resources Solutions, Inc. 8 C-1242 PBW EW-1 125 250 735 ------(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 L-5810 NR ASR-1 70 175 710 1,140 -- -- Water Resources Solutions, Inc. (1999b) 12 L-5811 NR MW-1 70 175 710 1,140 -- -- Water Resources Solutions, Inc. (1999b) Water Resources Solutions, Inc. 13 L-5817 OL MW-1 7 237 710 945 -- -- (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) 130 -- 870 NP 1,190 -- CH2M HILL (2003) 18 G-3774 JRD EW-1 -- -- 1,140 NP -- -- This study 19 G-3768 SWF ASR-1 155 460 1,030 NP 1,130 -- CH2M HILL (2001b) 160 490 940 NP 1,150 -- CH2M HILL (1998b) 20 G-3706 WWF ASR-1 -- -- 1,110 NP 1,200 -- 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) 370 550 810 NP 890 -- CH2M HILL (1993) 23 PB-1194 BB ASR-1 ------NP 940 -- This study 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) 330 -- 1,030 1,110 1,340 -- PBCWUD (2003b) 28 PB-1764 SY3 FAMW -- -- 970 NP 1,040 -- This study 120 -- 970 NP 1,060 -- CH2M HILL (1998a) 29 PB-1693 WPB MW-1 -- -- 860 NP 1,020 -- This study 30 STL-356 SL ASR-1 130 -- 600 677 765 -- Reese (2004) 114 Hydrogeology and Aquifer Storage and Recovery Performance in the Upper Floridan Aquifer, Southern Florida - Reference mun., 2002; 2003) CH2M HILL (1997) CH2M HILL (1996) This study (1998c) Montgomery Watson (1998a) Montgomery Watson PBS&J and CH2M HILL (2000) Harza (2002b) Montgomery Watson WRS (2000c) WRS (2002d) Bennett (SFWMD, written com Mike This study WRS (1999b) WRS (1999a) WRS (2000a) This study CH2M HILL (1999b) CH2M HILL (2000c) This study Merritt (1997) CH2M HILL (2003) This study This study CH2M HILL (1998b) This study This study This study CH2M HILL (1989) CH2M HILL (1993) CH2M HILL (1998c) ------Depth 2,030 2,050 1,700 to base aquifer ------Lower Floridan to top Depth 1,910 1,780 1,590 1,770 ------Depth 1,780 1,700 1,450 1,630 to base aquifer ------Middle Floridan Depth 1,600 1,500 1,000 1,308 to top 904 800 750 ------1,026 1,110 1,000 1,000 1,040 1,400 Depth to base to aquifer ------850 910 970 510 690 620 740 610 840 640 536 529 515 650 450 765 975 870 940 562 700 810 930 Upper Floridan 1,035 1,150 1,040 1,160 to top Depth ------180 372 540 490 378 385 395 350 248 Depth to base aquifer Mid-Hawthorn ------150 364 290 250 225 230 237 240 136 to top Depth 7 ------45 41 40 30 380 175 270 190 118 194 160 160 210 102 170 178 130 155 160 145 280 350 390 Depth system aquifer surficial to base of ------25 55 80 150 Depth lower aquifer to top of Tamiami Tamiami well identifier and other Site name abbreviation BC MW-1 DFB ASR-1 ASR-1 FA ST ASR-1 EW ASR-1 SC ASR-2 ML ASR-2 PBW EW-1 MH GLF-6 CR EXBRY-1 NR ASR-1 NR MW-1 OL MW-1 SCE TPW-1 ASR-1 WA PM MF-37 HI ASR-1 JRD EW-1 SWF ASR-1 WWF ASR-1 KR OKF-100 LO ASR-1 BB ASR-1 DRB ASR-1 well local USGS L-5810 L-5811 identifier G-2916 G-2887 G-2917 G-2914 CH-318 CH-316 C-1208 C-1242 GL-331 HE-1141 L-5817 L-5812 L-5871 M-1360 G-3061 G-3774 G-3768 G-3706 OK-100 OK-9000 PB-1194 PB-1702 Hydrogeologic unit boundaries and sources of determination. 1 2 3 4 5 6 7 8 9 10 12 13 14 15 16 17 18 19 20 21 22 23 24 Site number Table A3. Table WRS, used for the appendix 1 plots. USGS, U.S. Geological Survey; the boundary determined for present study was If more than one boundary for an aquifer is given, land surface. [Depths are in feet below Management District; --, not present, determined, or penetrated] Utilities Department; SFWMD, South Florida Water Beach County Water Resources Solutions, Inc.; PBCWUD, Palm Water Appendixes 115 Reference PBCWUD (2003a) This study Bennett and others (2001) This study PBCWUD (2003b) This study This study CH2M HILL (1998a) This study ------Depth 2,260 to base aquifer ------Lower Floridan to top Depth 2,135 ------Depth 1,650 1,670 1,500 to base aquifer ------Middle Floridan Depth 1,490 1,515 1,400 to top 920 ------1,250 1,225 1,500 1,260 Depth to base to aquifer -- -- 951 985 960 970 925 610 Upper Floridan 1,030 to top Depth ------Depth to base aquifer Mid-Hawthorn ------to top Depth ------210 205 250 330 120 130 Depth system aquifer surficial to base of ------Depth lower aquifer to top of Tamiami Tamiami well identifier and other Site name abbreviation HCE FAMW HCW PBF-12 JU ASR-1 SY3 FAMW WPB MW-1 SL ASR-1 well local USGS identifier PB-1775 PB-1766 PB-747 PB-1764 PB-1693 STL-356 Hydrogeologic unit boundaries and sources of determination.—Continued 25 26 27 28 29 30 Site number Table A3. Table 116 Hydrogeology and Aquifer Storage and Recovery Performance in the Upper Floridan Aquifer, Southern Florida
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.]
USGS Site local well Site name and other well identifier Reference number identifier
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 Englewood South Regional WWTP— 5 CH-318 PBS&J and CH2M HILL (2000) ASR-1 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 Caloosahatchee River/Berry Grove—EX- 10 HE-1141 This study BRY-1 L-5810 North Reservoir—ASR-1 This study 12 L-5811 North Reservoir—MW-1 This study WRS (2000a) for top two zones. 13 L-5817 Olga WTP—MW-1 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 Taylor Creek/Nubbin Slough (Lake 22 OK-9000 This study Okeechobee)—ASR-1 23 PB-1194 Boynton Beach East WTP—ASR-1 This study Delray Beach North Storage Reservoir— 24 PB-1702 This study ASR-1 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 Appendixes 117
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]
Site number Site name and abbreviation References (fig. 1) 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) Montgomery Watson (1998b; 2000a); Montgomery Watson Harza (2002b); Water 6 Shell Creek WTP (SC) Resources Solutions, Inc. (2002e; 2003d) Viro Group Inc. (1998); Water Resources Solutions, Inc. (1999c; 2000 c,d; 2002a; 7 Marco Lakes (ML) 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)