Jeff Graves Senior Project Manager/Geological Engineer.

Slides:



Advertisements
Similar presentations
Former NAS Moffett Field
Advertisements

Measuring Concrete Work
Rock Slide on Sea to Sky Highway. The Issue Geology Short Term Solution Long Term Solution.
Watershed Dams in Georgia 1. –357 Total –195 High Hazard (NRCS) –NRCS constructed – owned by local sponsors –Most built between 1950s-1970s for flood.
Date the cornerstone was laid on Bedloe's Island: 5 August 1884 Source of Granite for the Pedestal: Leete's Island, Connecticut Source of Lime for Cement.
Estimating the Cost for a Foundation and Footing.
BOB BROZ UNIVERSITY OF MISSOURI EXTENSION (573) ISE #78 WATER MANAGEMENT STRATEGIES FOR DROUGHT MITIGATION AND SUSTAINABLE AGRICULTURAL PRODUCTION.
Sustained Compliance for Public Water Systems, Chapter 2, Workshop Department of Environmental Conservation Drinking Water Program Anchorage, September.
1 Math Questions. 2 Length x Width x Water Depth = cubic feet.
Composite Functions Consider a person working for a concrete contractor. One of his jobs is to estimate the cost for the product to put in a concrete driveway.
Gwinnett County’s Post Development Stormwater Management Program
PENNSYLVANIA Pennsylvania is home to 12,440,621 people Pennsylvania is approximately 46,055 square feet. That makes Pennsylvania the 33 rd largest state.
City of Greencastle Flood Protection Plan Presented by, United Geotech, LTD.
This presentation is for illustrative and general educational purposes only and is not intended to substitute for the official MSHA Investigation Report.
Acquisition and Interpretation of Water-Level Data Travis von Dessonneck.
Chapter 4 Measuring Concrete Work
Wing Embedded Engines For Large Blended Wing Body Aircraft
Felipe Calizaya Miles Stephens 2010 UTILIZATION OF BOOSTER FANS IN UNDERGROUND COAL MINES Stewart Gillies Univ. of Utah, Salt Lake City, UT Missouri Univ.
Chapter F.A.C. Updates Solid Waste Program.
LBNE Reconfiguration Workshop – April 2012 FD Assumptions and Cost Estimate 1 Bruce Baller.
HONR 297 Environmental Models
September 9, 2009 Report on SWGWTP Deep Well Drilling Phase 2.
Backbone Engineering Clark Larsen, Kendrick Shepherd, and Brett Thomas.
Horizontal Well Artificial Lift Projects Advisory Board Meeting, August 16, 2012 Project-2 Investigation of Artificial Lift Techniques in Horizontal Gas.
Unit Conversions. Dimensions Length Flow Volume Pressure Power.
How much wood is in that tree? How much is that tree worth?
Chapter 13 Area Allocation. Objectives After reading the chapter and reviewing the materials presented the students will be able to: Understand the concept.
PROIECTUL. The Glass Bridge Construction of the Skywalk began March of 2004 and is estimated to be completed by 4th quarter of The glass bridge.
Fraser Duncan Queen’s University Synergies in Low Background Techniques 26 July 2005 Underground Facilities at SNOLAB.
$200 $300 $400 $500 $100 $200 $300 $400 $500 $100 $200 $300 $400 $500 $100 $200 $300 $400 $500 $100 $200 $300 $400 $500 $100 Radius & Diameter Volume.
Peabody Coal Lower Basin Pipeline Engineering Appraisal Study Bureau of Reclamation September 18, 2002.
MNM Fatal Fall of Roof Accident Fall of Roof Accident April 15, 2011 (Idaho) April 15, 2011 (Idaho) Underground Silver Operation Underground Silver.
Objective Calculate the amount of materials needed for a construction project.
Sec. 7.4: Lengths of Curves. HOW CAN WE FIND THE EXACT LENGTH OF THE CURVE??
Proposed answers to lesson 2 calculations. Walls – 13mm Aqualine,fixed to timber, stopped to level 4 (m2) Materials - 13mm Aqualine (1.20 x 2.70) = $48.60.
Learn to estimate square roots and solve problems using square roots.
CASUALTY LOSS RESERVE SEMINAR SESSION 2 SEPTEMBER 10, 2001 CONTRACT SURETY CASE RESERVES STEPHEN J. TRECKER SENIOR VICE PRESIDENT XL SURETY PHILADELPHIA,
© T Madas.
Measuring Length Created by Craig Mason. Measuring Length ½ of an Inch To the Inch ¼ of an Inch Conversions PowerPoint Created by Craig Mason.
CE 303: Introduction to Construction Blueprint Lab.
This presentation is for illustrative and general educational purposes only and is not intended to substitute for the official MSHA Investigation Report.
Agriculture Mechanics I.  The volume of a triangular prism is equal to the area of the triangle times the length of the prism. ◦ V = ( ½ (b x h)) x l.
Now that I built it, How much did it Cost?
ESTIMATING MATERIAL QUANTITY Principles of Architecture and Construction UNT in partnership with TEA. Copyright ©. All rights reserved.
HONR 297 Environmental Models
This presentation is for illustrative and general educational purposes only and is not intended to substitute for the official MSHA Investigation Report.
ALTERNATIVE MATERIALS Principles of Architecture and Construction UNT in partnership with TEA. Copyright ©. All rights reserved.
 © 2004 Refrigeration Training Services - R1 Subject 4 Basic Math & Measurement v1.2 1 Measurements Inches Feet Yard Basic Math & Measurement.
What will be done I will be installing an area for a kindergarten playground. Next year the school is moving to full day kindergarten and a playground.
National Hurricane Center- Miami, FL Building opened in ,000 square feet Design team included Herb Saffir 10-inch thick walls made from 3000 cubic.
Pump Station Considerations for a Simple Duplex Station Discharging into a Combined Regional Force Main Rachel Rausch, EIT.
Figure 1. Model Domain (Approximately 6 miles x 6 miles) Approx. 1-mile Proposed PEC Facility N.
Pressure and Flow Analysis Through EPANET Open source software package for hydraulic simulation of water distribution networks Used to determine impact.
Effectiveness of Private Property Infiltration and Inflow Reduction efforts in East Tosa October 14, 2014: Wauwatosa Budget and Finance Committee Meeting.
RFQ Cooling Schemes and Instrumentation PXIE RFQ Fabrication Readiness Review LBNL – June 26, 2013 Andrew Lambert - Engineering Division Lawrence Berkeley.
 HDR, Ott Constructability, Dan Brown  Visit and boat tour of Rouchleau pit ◦ Access better than potrayed ◦ Challenging geotechnically 
Green Labs Symposium | March 15, 2016 Travis Wanat, Senior project manager Department of Facilities Efficient building design and operation Fueling high.
Aquifer Test Analysis Carter Lake, Iowa
Estimating Material Quantity
$150K Chicago/ANL seed funding for Braidwood site investigation
5th FCC Infrastructure & Operation meeting
NC Division of Water Infrastructure Drinking Water Grant
Applications of Technology
Lesson 41: Units, Unit Multipliers
Area of Shapes.
Taum Sauk Dam Failure Missouri, 2005
Butte County Board of Supervisors November 8, 2016
Walker Street Reconstruction Project 25% Design Public Hearing
Southwood/Fargo Country Club Flood Risk Management Project
Larimer County: engineering
Presentation transcript:

Jeff Graves Senior Project Manager/Geological Engineer

Level F Underground Rehab PROJECT SUMMARY Mucked 250 cubic yards of material. Scaled and cleaned 438 feet of drift. Spiled approximately 25 feet of drift. Installed: 146 – 10 foot spiling rods 55 split set bolts 200 square feet of mesh 18 steel sets 520 feet of permanent utilities. Cost:$377,951.50

Bulkhead Design and Construction Complete geologic mapping. Conduct flow monitoring. Select bulkhead location. Finalize bulkhead design. Construct bulkhead.

Fracture Mapping

Flow Monitoring Flumes installed with pressure transducers. FD1 = 24.1 gpm FXC = 31.1 gpm

Bulkhead Location and Design Finalize bulkhead location. Determine design head. Calculate bulkhead thickness.

Bulkhead Installation Start installation in July Completed by September Estimated cost $500,000.

Additional 2014 Work Rehab portions of Level C. Investigate source control options above Level C.

Questions?