Protecting Groundwater Quality, page 16 of HDICURIS, Curis Resources Ltd., Building a Next Generation Copper Producer, February 2011 Presentation.

Slides:



Advertisements
Similar presentations
Groundwater Mounding and Minnesota ISTS Rules MPCA 2/21/06.
Advertisements

It’ll Go With the Flow Goals: To teach students how to construct a water table elevation contour map. To help students understand how such maps can be.
Using C1V1=C2V2.
January 6. January 7 January 8 January 9 January 10.
Section 6.1 – Volume using Cross-sections – Disks and Washers Copyright  2010 Pearson Education, Inc. Volume of the disk r.
Paradise Preserved: Springs Protection In Wakulla County.
Chapter 8 Fetter, Applied Hydrology 4 th Edition, 2001 Geology of Groundwater Occurrence.
Appraisal of the Northern Shenandoah Valley Non-Carbonate Aquifer System, Warren County, Virginia January 25, 2011.
12” Segment “A” 12” 16” Rockin J (Rancho del Lago) HH RANCH PROPERTIES, L.C. Request for TWA Wholesale Water GLENBROOK PARTNERS, LTD. Request for TWA Wholesale.
“That’s Not A Levee Boil !” or “How to do more with less” By Glen Pearson, Northern District 2005 Annual Geology and Groundwater Meeting Geology and Groundwater.
Wes Marshall, P.E. University of Connecticut March 2007
The Distribution of Permeable Zones Within the Ogallala in the Southwest Kansas Groundwater Management District 3 PRESENTED BY P. ALLEN MACFARLANE and.
GY403 Structural Geology Lab
PSC 121 Prince George's Community College
St. Johns River Water Supply Impact Study by Getachew Belaineh Ph. D., P.H. 1 Brian McGurk P.G. 1 Louis Motz Ph. D., P.E 2 Follow up Review meeting March,
Proposed San Antonio Groundwater Availability Project Claudia Faunt and Matt Landon California Water Science Center U.S. Geological Survey.
ESS 454 Hydrogeology Module 2 Properties of Materials Basic Physics Darcy’s Law Characteristics of Aquifers Elasticity and Storage Instructor: Michael.
The governing equation for groundwater flow can be written using total head (h) or pressure (p). Why do we typically use head (h) as the dependent variable?
Ground water flow modeling. Input data preparation. D.Frank-Kamenetsky (Committee) I.Bogotyrev (Mineral) G.Savenkova (Mineral) M.Naumovets (Mineral) G.Bogdanova.
Groundwater Hydrology Rachel Clark, P.E. Environmental Compliance Coordinator KPB Risk Management.
Bellwork (turn in on ½ sheet)  Finals review: What is the area of an isosceles trapezoid with a base angle of 60 degrees and bases 5 and 11? Remind me.
Converting a supply well into an ASR well: Case Histories Roger Dittus PG – United Water Idaho Inc.
Brooten Area Water Use June 19, Brooten – Initial Conflict Study Area.
U.S. Department of the Interior U.S. Geological Survey Sustainability of Ground-Water Use in the San Pedro River Basin, Cochise County, Arizona James Leenhouts,
US Army Corps of Engineers Philadelphia District Groundwater Modeling.
Hydrogeology of the Middle Sigatoka Valley and Human Impacts on Groundwater Systems – Preliminary Results Amini Loco Mineral Resources Department.
John Hoffmann Introduction to USGS Arizona Program and Hydrology USGSGeologyMappingBiologyWater Water-Science Centers.
Monitoring and Protecting Groundwater During Oil & Gas Development Overview of Colorado Aquifer Systems November 26, 2012 Christopher J. Sanchez, P.G.
Presenter: Scott Prinos, Hydrologist, USGS February 17, 2012
John Harrington, ACOG February 26, 2015 THE AQUIFER IN REVIEW.
WHO WE ARE – Southwest Value Partners Private real estate investment firm founded in 1990, with offices in San Diego, CA and Scottsdale, AZ. Currently.
Prepared By: Presented By: Lawrence H. Ernst, PG, CEG, CHG Principal Hydrogeologist/Wood Rodgers November 21, 2014.
Upper Waitaki Water Quality Groundwater. Table 1: Summary of wells with groundwater information.
RED LAKE ONTARIO 10 M oz Gold Production km N McCUAIG JV PROJECT Golden Tag Resources Ltd.
Groundwater 11.3.
THE HYDROLOGIC CYCLE 2: GROUNDWATER. The Hydrologic Cycle - Fresh Water Storage Reservoir % of Total Fresh Water Glaciers (Frozen)76% Groundwater22% Rivers.
Generalized Cross Section through Miami / Dade and Broward Counties Sea Level 40 Sea Level EvergladesAtlantic.
South Meadows Open space # 16 Upgrades Open space # 16 Upgrades.
Surveying principles 1 Tooele Valley Groundwater Change Application Guidelines S. Ross Hansen P.E., L.S. Region Engineer 9/7/2011 Tooele Water Users Workshop.
The Prototype Plume Busters Software: A New Tool for Computer Assisted Instruction P. Allen Macfarlane, Geoffery Bohling, Margaret Townsend Kansas Geological.
7th Avenue and Bethany Home Road Water Quality Assurance Revolving Fund Site February 19, 2013.
Hydrogeologic Analysis of the Delphi Corporation Site, Wyoming Michigan Mark Bryson, Emily Daniels, Sara Nagorsen, Kirk Perschbacher, Joe Root, Jason Stewart,
The trough shown in the figure is 5 feet long, and its vertical cross sections are inverted isosceles triangles with base 2 feet and height.
SunSatFriThursWedTuesMon January
Groundwater Protection Project Greg Robison Project Manager Ed Sullivan Consulting Engineer June 23, 2008.
Heat and Sound Fluids 1 Pressure Specific Gravity Static Equilibrium Buoyancy.
Annual Water Year Budgets (01 Oct – 30 Sep) Water year 1980 = 01 Oct 1979 – 30 Sep 1980 Showing 6 NCA regions and 2 river basins Showing 5 NCA-LDAS simulations.
Hydrogeological Background Study Proposed Gravel Pit SE W5M Brent Lennox, M.Sc., P.Geol. Waterline Resources Inc. December 10, 2012.
Seventh Edition By David A. Madsen, Terence M. Shumaker, and David P. Madsen Civil Drafting Technology Chapter 12 Earthwork.
Figure 1. Model Domain (Approximately 6 miles x 6 miles) Approx. 1-mile Proposed PEC Facility N.
Coyote Creek Field Exercise A mapping project in south central New Mexico Tim Walsh, Wayland Baptist University.
Revision presentation. The drainage basin 1.the edge of highland surrounding a river. 2.An area from which all precipitation flows to a single stream.
Geological Cross-sections from Water Well Data
ZONING 901 South Ave.
A Quick Look at the 2017 Water Level
Western Slope Bible Camp OWTS Hydrogeological Risk Assessment
FIELD INVESTIGATION OF IN SITU LIME NEUTRALIZATION OF ACIDIC SEDIMENT
Groundwater Learning objectives
Advance Seismic Interpretation Project
Groundwater-Surface Water Interactions
Geology of Groundwater Occurrence
A Quick Look at the 2016 Water Level
by V. J. Banks, S. H. Bricker, K. R. Royse, and P. E. F. Collins
Figure 1 – Soil Boring Locations
Fluid Pressure and Fluid Force
EoCoE – Results of the geothermal energy part
Shaver Creek Permitting
Upper San Pedro Groundwater Basin Well Sweep Spring 2019
Hydrogeology of Ledgeview
Presentation transcript:

Protecting Groundwater Quality, page 16 of HDICURIS, Curis Resources Ltd., Building a Next Generation Copper Producer, February 2011 Presentation

BEDROCK ELEVATION (amsl) DEPTH (ft bls) 1700 Static Water Level WESTEAST Enlarged Area of Cross Section Ground-water Flow Direction (W-NW) Total Depth at 2,006 ft bls (4-9)26CAD (4-9)26DBB (4-9)30DDA(4-9)29CBC (4-9)29DAB (4-9)29DAC PROPOSED INJECTION ZONE CURIS ARIZONA PROPERTY LOWER BASIN FILL ALLUVIAL UNIT UPPER BASIN FILL ALLUVIAL UNIT MIDDLE FINE-GRAINED UNIT Southwest Value Partners Well Riggins Farm Well Added by SGC, July 2011 Protecting Groundwater Quality, page 16 of HDICURIS, Curis Resources Ltd., Building a Next Generation Copper Producer, February 2011 Presentation Figure 14A-7, Generalized Regional Geologic Cross-Section A-A’, Curis Resources (Arizona) Inc., Florence, Arizona in HDICURIS, Curis Resources (Arizona) Inc., Florence Copper Project, Application to Amend Aquifer Protection Permit No , Volume 3 of 4, January 2011

Southwest Ground-water Consultants, Inc., July 8, 2011 Map Source: Curis Resources, Ltd. March 24, 2011, Figure F-4 WESTEAST UPPER BASIN FILL ALLUVIAL UNIT BEDROCK ELEVATION (amsl) DEPTH (feet) 2000 Static Water Level Southwest Value Partners Well Riggins Farm Well Ground-water Flow Direction Enlarged Area of Cross Section P4 & P5P1,P2, & P3 Merrill Ranch Proposed Well Field MIDDLE FINE-GRAINED UNIT LOWER BASIN FILL ALLUVIAL UNIT