WWALS Watershed Coalition

WWALS Watershed Coalition, Inc. (WWALS) is Suwannee RIVERKEEPER® WWALS advocates for conservation and stewardship of the Withlacoochee, Willacoochee, Alapaha, Little, and Upper and Lower Suwannee River watersheds in south Georgia and north Florida through education, awareness, environmental monitoring, and citizen activities.

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TTM groundwater withdrawal and use permit application to GA-EPD 2019-07-24 [Up]

The groundwater withdrawal permit application:

You can join this fun and work by becoming a WWALS member today!

Pictures

424772086-7-24-19-Final-Application-for-Industrial-Groundwater-Withdrawal-Permit

[Application for Saunders Mine]
Application for Saunders Mine
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Groundwater Withdrawal Permit Project No. 000180200804.00

[Groundwater Withdrawal, Prepared for TTM by TTL]
Groundwater Withdrawal, Prepared for TTM by TTL
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[4.32 mgd, 1.44 mgd from each of three wells]
4.32 mgd, 1.44 mgd from each of three wells
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[650 feet deep: Well 1]
650 feet deep: Well 1
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[23 inch diameter hole: Well 2]
23 inch diameter hole: Well 2
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[11.5 inch hole from 475 to 650 ft: Well 3]
11.5 inch hole from 475 to 650 ft: Well 3
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0300 Groundwater Use Permit Project No. 000180200804.00 Phase 0300

[Groundwater Use, Also prepared by TTL for TTM]
Groundwater Use, Also prepared by TTL for TTM
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[Table of Contents]
Table of Contents
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[1 INTRODUCTION]
1 INTRODUCTION
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[2 PURPOSE AND NEED]
2 PURPOSE AND NEED
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[2.1 General Description of the Mining Process]
2.1 General Description of the Mining Process
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[2.1.3 Site Preparation]
2.1.3 Site Preparation
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[2.1.4.2 TIAA Mining Block]
2.1.4.2 TIAA Mining Block
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[2.1.5 Reclamation (continued)]
2.1.5 Reclamation (continued)
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[3 WELL SURVEY]
3 WELL SURVEY
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[4 WATER CONSERVATION PLAN]
4 WATER CONSERVATION PLAN
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[4.4 Percentage of Make-Up Water (MUW)]
4.4 Percentage of Make-Up Water (MUW)
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[4.8 Recycle-Reuse - 4.10 Water Use Data]
4.8 Recycle-Reuse - 4.10 Water Use Data
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[5 GROUNDWATER USAGE]
5 GROUNDWATER USAGE
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[6 SIGNATURES OF PROFESSIONALS]
6 SIGNATURES OF PROFESSIONALS
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Figures

[FIGURES]
FIGURES
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[Figure 1: Site Location & Topographic Map]
Figure 1: Site Location & Topographic Map
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[Figure 2: Site Location & Aerial Photograph]
Figure 2: Site Location & Aerial Photograph
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[FIGURE 3: MINING BLOCKS TWIN PINES MINERALS]
FIGURE 3: MINING BLOCKS TWIN PINES MINERALS
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[Figure 4: PROPOSED SITE LAYOUT MAP]
Figure 4: PROPOSED SITE LAYOUT MAP
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[Estimated Mining Production Timeline]
Estimated Mining Production Timeline
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[Figure 6. Impact Excavation Design]
Figure 6. Impact Excavation Design
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Attachments

[ATTACHMENT A PROCESS FLOW DIAGRAM]
ATTACHMENT A PROCESS FLOW DIAGRAM
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[PROCESS FLOW DIAGRAM]
PROCESS FLOW DIAGRAM
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[ATTACHMENT B DRAWDOWN MODELING FOR WELLS]
ATTACHMENT B DRAWDOWN MODELING FOR WELLS
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Modeling

[DRAWDOWN MODELING FOR WELLS FPW-01, FPW-02, AND FPW-03 AT THE TWIN PINES MINE SITE]
DRAWDOWN MODELING FOR WELLS FPW-01, FPW-02, AND FPW-03 AT THE TWIN PINES MINE SITE
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[03) in the upper Floridian aquifer at their proposed mine site located in Chariton county, Georgia]
03) in the upper Floridian aquifer at their proposed mine site located in Chariton county, Georgia
PDF

[Tables intro page]
Tables intro page
PDF

[Table 1. Hydraulic properties; Table 2. Maximum drawdown at each pumping well over the eight-year life of the project for three cases]
Table 1. Hydraulic properties; Table 2. Maximum drawdown at each pumping well over the eight-year life of the project for three cases
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Modeling Figures

[Figures intro page]
Figures intro page
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[Site Map showing Okefenokee NWR]
Site Map showing Okefenokee NWR
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[Site Map for Phase 1]
Site Map for Phase 1
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[Figure 2. Predicted drawdown at each of the pumping wells for the Base Case Scenario.]
Figure 2. Predicted drawdown at each of the pumping wells for the Base Case Scenario.
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[Figure 3. Predicted drawdown at each of the pumping wells for the Maximum Drawdown Scenario.]
Figure 3. Predicted drawdown at each of the pumping wells for the Maximum Drawdown Scenario.
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[Figure 4. Predicted drawdown at each of the pumping wells for the Base Case Scenario.]
Figure 4. Predicted drawdown at each of the pumping wells for the Base Case Scenario.

[Figure 5. Drawdown 365 days; Potentiometric Surface, Floridan Aquifer]
Figure 5. Drawdown 365 days; Potentiometric Surface, Floridan Aquifer
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[Figure 6. Drawdown 1825 days]
Figure 6. Drawdown 1825 days
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[Figure 7. Drawdown 2920 days]
Figure 7. Drawdown 2920 days
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[Figure 8. Drawdown 2930 days]
Figure 8. Drawdown 2930 days
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Appendix A: MATLAB Code for Predicting the Drawdown History at Wells

[Appendix A intro page]
Appendix A intro page
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[Theis Time Superposition FLAQ.m]
Theis Time Superposition FLAQ.m
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[Example Input]
Example Input
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Appendix B: MATLAB Code for Predicting the Areal Drawdown

[Appendix B intro page]
Appendix B intro page
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[Theis Superposition N wells FLAQ.m 1 of 2]
Theis Superposition N wells FLAQ.m 1 of 2
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[FLAQ.m cont.]
FLAQ.m cont.
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[Example input for Theis_Superposition_N_wells_FLAQ.m]
Example input for Theis_Superposition_N_wells_FLAQ.m
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Appendix C: Input File Welldat.dat for MATLAB Codes

[Appendix C]
Appendix C
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[Three rows, five columns]
Three rows, five columns
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