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1 Engineering Analysis of Properties Designated within the City of Bonita Springs as “Density Reduction/Groundwater Resource” (DR/GR) Land Use Category.

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Presentation on theme: "1 Engineering Analysis of Properties Designated within the City of Bonita Springs as “Density Reduction/Groundwater Resource” (DR/GR) Land Use Category."— Presentation transcript:

1 1 Engineering Analysis of Properties Designated within the City of Bonita Springs as “Density Reduction/Groundwater Resource” (DR/GR) Land Use Category CN 03-005 Greg F. Rawl, P.G. CITY OF BONITA SPRINGS CITY OF BONITA SPRINGS

2 2 Regional Geologic Cross Sections

3 3 Regional Geologic Cross Section A – A’

4 4 Regional Geologic Cross Section B – B’

5 5 Local Geologic Cross Sections E

6 6 Local Geologic Cross Section E – E’

7 7 Local Geologic Cross Sections F

8 8 Local Geologic Cross Section F – F’

9 9 Local Geologic Cross Sections H

10 10 Local Geologic Cross Section H – H’

11 11 Local Geologic Cross Sections K

12 12 Local Geologic Cross Section K – K’

13 13 Surficial Aquifer Water Level Contour Plot for May of 2003 End of Dry Season

14 14 Surficial Aquifer Water Levels Difference Plot Between May 2003 & May 1992 End of Dry Season

15 15 Surficial Aquifer Water Level Contour Plot for October of 2002 End of Wet Season

16 16 Surficial Aquifer Water Levels Difference Plot Between October 2002 & October 1991 End of Wet Season

17 17 Saline Water Intrusion Monitoring South Of Imperial R. & East of Old 41

18 18 Lower Tamiami Aquifer Chloride Concentration Plot for April 1989

19 19 Lower Tamiami Aquifer Chloride Concentration Plot for April 2001

20 20 Lower Tamiami Aquifer Chloride Concentration Plot for October 1989

21 21 Lower Tamiami Aquifer Chloride Concentration Plot for October 2001

22 22 Summary of Literature Net Recharge Rates Krulikas and Giese (USGS 1995) estimated 0.6 to 9.02 inches/year, with induced recharge rates greater than 9.02 inches/year possible. Shoemaker et al (USGS 2003) estimated net recharge rates from -5.12 to 14.96 inches/year. DHI Big Cypress Basin Integrated Hydrologic-Hydraulic Model, 2002 calculated 17.1 inches/year average for 1990 to 1995.

23 23 SFWMD – Lower Tamiami Aquifer Average Recharge

24 24 Shoemaker Simulated Net Recharge to Water Table Aquifer During March 1996 Source: Potential for Saltwater Intrusion into the Lower Tamiami Aquifer Near Bonita Springs, Southwestern Florida USGS Water Resource Investigations Report 03-4262

25 25 Simulated Net Recharge to Water Table Aquifer During March 1996

26 26 Net Recharge to Water Table – Steady State Dry Season

27 27 Shoemaker Simulated Net Recharge to Water Table Aquifer During September 1996 Source: Potential for Saltwater Intrusion into the Lower Tamiami Aquifer Near Bonita Springs, Southwestern Florida USGS Water Resource Investigations Report 03-4262

28 28 Simulated Net Recharge to Water Table Aquifer During September 1996

29 29 Net Recharge to Water Table – Steady State Wet Season

30 30 Average Net Recharge for the Bonita Springs Model Region is 2.27 Inches per Year

31 31 Shoemaker Simulated Net Recharge to Water Table Aquifer During March 1996 Average Net Recharge for the Bonita Springs Model Region is 7.87 Inches per Year

32 32 Shoemaker Simulated Net Recharge to Water Table Aquifer During September 1996 Average Net Recharge for the Bonita Springs Model Region is 5.31 Inches per Year

33 33 Simulated Net Recharge to Water Table – Average Annual Steady State for 2000 to 2003

34 34 Bonita DR/GR Aerials Many existing land uses 95+% of land altered

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41 41 Regional Geologic Cross Section C – C’

42 42 Regional Geologic Cross Section D – D’

43 43 Saline Water Intrusion Monitoring

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46 46 Soils Map

47 47 Current Lee Co FLUM DR/GR General Interchange Resource Protection Wetlands

48 48

49 49 Surface Water Sites Lee County sampling sites ECT (Study) sampling sites

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