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Jordan Aggregates EIS
Written comment on the adequacy of the final EIS are due July 7,2014. Comments should be mailed to Kate Sedlacek.
Review Report
- Comments Received for Revised FEIS (PDF)
- Comments Received on Jordan Aggregates FEIS (PDF)
- Exhibit A Jordan Aggregates Monitoring and Mitigation Plan prepared for EIS Team (PDF)
- Exhibit B Letter from Project Proposer June 9, 2014 (PDF)
- Exhibit C Mitigation Approximate Costs (PDF)
- Exhibit D NPDES Permit (PDF)
- Figure 1-1 Location of Project Site (PDF)
- Figure 1-2 Topographic Map (PDF)
- Figure 1-3 Vicinity and Surrounding Properties (PDF)
- Figure 2-1 Existing Conditions at Project Site (PDF)
- Figure 2-2 Existing Topography and Drainage (PDF)
- Figure 2-3 Mining Phasing Plan (PDF)
- Figure 2-4 Processing Plant Layout (PDF)
- Figure 2-5 Flood Inundation for 100 Year Flood Event (PDF)
- Figure 2-6 Proposed Turn-Around Location on TH169 for NB Traffic (PDF)
- Figure 2-7 Tractor Trailer U-Turn onto NB TH169 at turnaround South of Project Site (PDF)
- Figure 3-1 Proposed Spillway and Berm (PDF)
- Figure 3-10 Predicted Percent of Flood Water in Water Table Aquifer Non Reactive Solute Simulation (
- Figure 3-11 Predicted Percent of Flood Water in Upper FIG Aquifer Non-Reactive Solute Simulation (PD
- Figure 3-12 Cross Section of Simulated Groundwater Flow Paths After 100 Year Flood (PDF)
- Figure 3-13 Comparison of Modeling Results for a Single Flood Event and 3 Successive Flood Events 2
- Figure 3-14 Location of Potential Future FIG Aquifer Well and Predicted Maximum Percent of Flooding
- Figure 3-15 Predicted Drawdown in the FIG Aquifer Resulting from the Proposed City of Jordan Wells a
- Figure 3-16 Modeled Water Table Elevation and Groundwater Flow Paths at the Project Site
- Figure 3-17 Location of Alternative Haul Routes for Loaded Trucks with North and West Destinations A
- Figure 3-18 3 4 Intersection at 173rd Street and TH169 (PDF)
- Figure 3-19 Valley View Drive North and South of Project Site (PDF)
- Figure 3-2 Air Photo Showing Extent of Flood Deposits Along Sand Creek, South of Project Site (PDF)
- Figure 3-20 Turn Around on TH169 South of 173rd Street and TH169 Intersection (PDF)
- Figure 3-21 TH21 U Turn Concept (PDF)
- Figure 3-22 Exit to TH21 from TH169 SB (PDF)
- Figure 3-23 Intersection of TH21 and TH282 (PDF)
- Figure 3-24 Intersection of TH282 and TH169 (PDF)
- Figure 3-25 Level of Service and Traffic Congestion Ratings (PDF)
- Figure 3-3 Cross Section of Proposed Spillway and Berm (PDF)
- Figure 3-4 Proposed Location of Steel Pilings to Mitigate Ice Jams (PDF)
- Figure 3-5 Cross Section Detail of Steel Pilings to Mitigate Ice Jams (PDF)
- Figure 3-6 Preferred Mine Pit Predicted Water Table Drawdown (PDF)
- Figure 3-7 Groundwater Flow Paths from the City of Jordan Wastewater Ponds (PDF)
- Figure 3-8 Potential Groundwater Influenced Wetlands (PDF)
- Figure 3-9 Sand Creek Watershed (PDF)
- Groundwater Flow and Solute Transport Modeling Report and Correspondence On Re-model (PDF)
- IUP Application(Jordan Gravel) (PDF)
- IUP Mining Plans Figures (PDF)
- IUP Noise Analysis Report081710 (PDF)
- IUP Pollution Prevention Plan Final (PDF)
- IUP Resource Management Planrev111014 (PDF)
- IUP Truck Route Noise Memo (PDF)
- Jordan Aggregate DEIS Response to Comments (PDF)
- Jordan Aggregates Final Environmental Impact Statement (FEIS) (PDF)
- Jordan Aggregates revised FEIS June 23, 2014 (PDF)
- MNDOT Memo June 20, 2013 (PDF)
- MNDOT Memo October 31, 2012 (PDF)
- Preliminary Water Monitoring and Response Plan Revised October 18, 2013 (PDF)
- Request for Board Action and Draft Resolution (PDF)
- Resolution and Request for Board Action (PDF)
- Sand Creek Township packet submitted at County Board Meeting (PDF)
- Spillway Memo (PDF)
- Traffic Analysis - Extended (PDF)
- Traffic Analysis (PDF)
- Truck Noise Study (PDF)
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Environmental Services
Physical Address
200 4th Avenue W
Shakopee, MN 55379
Phone: 952-496-8177Fax: 952-496-8496