Gene Shinn (retired)
Chris Reich;
Don Hickey;
Ann Tihansky
2005
Groundwater Flow Rates at the Bayside Well Cluster study site
spreadsheets
http://sofia.usgs.gov/exchange/shinn/
The dataset contains the values for the dyes from the tracer study on the bayside of Key Largo
Treated sewage is injected into the limestone under the Florida Keys via on-site disposal systems (OSDs). There are 25,000 septic tank systems, approximately 5,000 cesspools, and approximately 1000 class 5 injection wells. Depths of injection wells ranges from 10 to 30 meters. Excessive algal growth, coral diseases and both marine grass and sponge mortality is perceived by the local population, NOAA, and EPA to be caused by sewage nutrients leaking from groundwater on both sides of the Florida Keys. Determining the rate and direction of saline groundwater movement beneath the Key, and the Florida Bay was considered critical to understanding the fate and effects of subsurface waste water disposal n the Florida Keys.
The objective of this research was to determine the rate, direction of flow, and contamination levels of saline groundwater in the Florida Keys and Florida Bay. Contamination studies are necessary to determine if nutrient and other contaminant levels are rising and to provide a baseline of data for future decision making.
19960820
19970417
ground condition
None planned
-80.469
-80.469
25.071
25.071
none
chemistry
hydrology
seepage
sewage
groundwater
flow
ISO 19115 Topic Category
environment
inlandWaters
007
012
Department of Commerce, 1995, Countries, Dependencies, Areas of Special Sovereignty, and Their Principal Administrative Divisions, Federal Information Processing Standard (FIPS) 10-4, Washington, DC, National Institute of Standards and Technology
United States
US
U.S. Department of Commerce, 1987, Codes for the identification of the States, the District of Columbia and the outlying areas of the United States, and associated areas (Federal Information Processing Standard 5-2): Washington, DC, NIST
Florida
FL
Department of Commerce, 1990, Counties and Equivalent Entities of the United States, Its Possessions, and Associated Areas, FIPS 6-3, Washington, DC, National Institute of Standards and Technology
Monroe County
USGS Geographic Names Information System
Florida Bay
Key Largo
none
Florida Keys
none
none
Chris Reich
U.S. Geological Survey
mailing and physical address
600 Fourth St. South
St. Petersburg
FL
33701
USA
727 803-8747 ext 3032
727 803-2032
creich@usgs.gov
http://sofia.usgs.gov/publications/posters/hydro_flkeys/clflasatx.jpg
satellite image of southern Florida showing study site
JPEG
http://sofia.usgs.gov/publications/posters/hydro_flkeys/c2circlesnx.gif
graphic showing flow and direction of flourescein injected in the central well of the Bayside Well Cluster
GIF
http://sofia.usgs.gov/publications/posters/hydro_flkeys/c2circle2x.gif
graphic showing flow and direction of rhodamine injected in the central well of the Bayside Well Cluster
GIF
MS Excel
Shinn, E. A.
Reese, R. S.;
Reich, C. D.
1994
Fate and pathways of injection-well effluent in the Florida Keys
report
USGS Open-File Report
94-276
Florida
U. S. Geological Survey
http://sofia.usgs.gov/publications/ofr/94-276
Reich, C. D.
1996
Diver-operated manometer: a simple device for measuring hydraulic head in underwater wells
report
Journal of Sedimentary Rresearch
v. 66 n. 5
Tulsa, OK
S E P M Society for Sedimentary Research
Journal of Sedimentary Research table of contents and abstracts are open access. Full text articles are available to non-member subscribers or pay-per-view at two websites accessed from the JSR website (http://www.sepm.org/jsr/jsr_home.html)
Halley, R. B.
Vacher, H. L.;
Shinn, E. A.
1997
Geology and Hydrogeology of the Florida Keys
book chapter
Developments in Sedimentology
Geology and hydrogeology of carbonate islands
Doorwerth, The Netherlands
Elsevier Science B. V.
This chapter was originally published in Geology and Hydrology of Carbonate Islands, Developments in Sedimentology 54, edited by H. L. Vacher and T. Quinn
http://sofia.usgs.gov/publications/papers/keys_geohydro/
Paul, J. H.
Rose, J. B.;
Brown, J.;
Shinn, E. A.;
Miller, S.;
Farrah, S. R.
1995
Viral tracer studies indicate contamination of marine waters by sewage disposal practices in Key Largo, Florida
report
Applied and Environmental Microbiology
v. 61, n. 6
Washington, DC
American Society for Microbiology
The full article may be downloaded from the AEM website
http://aem.asm.org/cgi/reprint/61/6/2230
Paul, J. H.
Rose, J. B.;
Jiang, S.;
Kellogg, C.;
Shinn, E. A.
1995
Occurrence of fecal indicator bacteria in surface waters and the subsurface aquifer in Key Largo, Florida
report
Applied and Environmental Microbiology
v. 61, n. 6
Washington, DC
American Society for Microbiology
The full article may be downloaded from the AEM website
http://aem.asm.org/cgi/reprint/61/6/2235
The same tests were run on all samples from the satellite wells
The central wells were not sampled due to the contained/retained high concentrations of dye. Samples from all satellite wells were analyzed.
Benchmarks were installed onshore on both sides of Key Largo and position and elevation determined using GPS_Military P-code enabled. Two wells at each cluster were later leveled in using the benchmarks as a reference point.
Twenty wells were installed to form two (200 ft diameter) circular clusters, each with an injection well in the center. The clusters, located on opposite sides of Key Largo, were designed to determine groundwater flow direction and rate. Each was screened at two depths, (-20 and -45 ft). The following tests were conducted using the well clusters: 1) three separate dye tracer tests using fluorescein and Rhodamine, 2) one test using a colaphage (done in conjunction with University of South Florida) and 3) a single test with Sulfur Hexafluoride (SF6) as the tracer. The first two sets of tests determined flow direction and provided sufficient information to "zero-in" on the actual flow rate. An additional well (100 ft from cluster) was added to each cluster once the direction of movement was determined. The third test (using a combination of dyes and SF6) provided accurate flow-rate estimates. These data facilitated the design of future rate and direction experiments. All wells were continuously cored and cores reside at the St. Petersburg Coastal Center.
The well clusters were completed so that all of the piezometers were 100 ft (30.3 m) away from the central well. The central well became the location for the injection of dye to trace the natural gradient of groundwater flow. Fluorescein was injected in the shallow, central piezometer and Rhodamine WT was injected in the deep, central piezometer. The central well for the bayside cluster is approximately 75 m offshore.
1997
Perform a tracer experiment in existing well clusters.
1998
Field work included a dye-tracer study using the newly completed transect of wells across Key Largo.
1999
Chris Reich
U.S. Geological Survey
mailing and physical address
600 Fourth St. South
St. Petersburg
FL
33701
USA
727 803-8747 ext 3032
727 803-2032
creich@usgs.gov
Bayside Well Cluster
Point
Point
10
0.001
0.001
Decimal degrees
WGS84
WGS84
6378137
298.257223563
The Groundwater Flow Rates at the Bayside Well Cluster study site contains the results of the injection of two fluorescent dyes in the center wells in the well cluster on the bayside of Key Largo.
Values for the dyes are ppb.
USGS
Heather S.Henkel
U.S. Geological Survey
mailing address
600 Fourth St. South
St. Petersburg
FL
33701
USA
727 803-8747 ext 3028
727 803-2030
hhenkel@usgs.gov
Groundwater Flow Rates at the Bayside Well Cluster study site
No warrantees are implied or explicit for the data
MS Excel
unknown
contains the results from the injection of two tracer dyes in the center wells of the bayside well cluster
0.04
http://sofia.usgs.gov/exchange/shinn/
Data may be downloaded from the SOFIA website
none
20080111
Heather Henkel
U.S. Geological Survey
mailing and physical address
600 Fourth Street South
St. Petersburg
FL
33701
USA
727 803-8747 ext 3028
727 803-2030
sofia-metadata@usgs.gov
Content Standard for Digital Geospatial Metadata
FGDC-STD-001-1998