Geotechnical Investigation NCTC Stormwater Management Pond

Slides:



Advertisements
Similar presentations
Offices in Jefferson City, Rolla, Springfield and St. Louis, Missouri. ENVIRONMENTAL ENGINEERINGLAND - AIR - WATER GREDELL Engineering Resources, Inc.
Advertisements

Micro Control Solutions Stability System II rev. 6.4
Microsoft Word By: Phuong Nguyen.
GEOLOGIST! By: Tucker Roberts. What is their field of Science? The Earth! The Earth!
Contents  Maintenance module  Machinery module  Certificate module  Safety module  + modules  Export to office.
Summary of Conceptual Design Site 3 Causeway Landfill Culvert Stabilization Marine Corps Recruit Depot Parris Island (CTO JM38) 19 August 2014.
Click to continue…. Railroad Track wetland Image Date: December 2003.
Permeable Pavements Shingle Creek Watershed Management Commission May 31, 2011.
Detailed Geologic Mapping: An Essential Step in Foundation Design for Karst Sites Eric J. Seksinsky, P.G., P.E. Bashar S. Qubain, Ph.D., P.E. Jianchao.
Chapter 14 Worksheets Section 1-3.
Big Trip to Big Rock Spokane Valley, Washington Jon Bromley, Koby Sonnabend, Alex Deutsch Figure 1: Weathered biotite muscovite granite schist.
Installation Instructions. Delivery Light fixtures, mounting structures and electrical components ship together Poles ship on a separate truck.
REMEDIATION OF INCE CENTRAL ESTATE IN WIGAN A Part 2A Site Tony Brown, SiLC – Director of Ground Engineering John Crowther, SiLC - Technical Director 22.
TDOT Rockfall Management System
Final Presentation Minerva Engineering. Introduction  John Kats- Project Manager  Ryan Schipper- Project Editor  Matt Lash- Project Engineer/Client.
G3 – Environmental Geomechanics (Dr Sam Yuen)
Eagle Mountain – Woodfibre Gas Pipeline Project Geotechnical and geophysical tests James Lota, FortisBC September 25, 2014.
First Results of Geological Investigations of Dubna Siting of Dubna Siting G.Shirkov.
Tecto Energy Pebble Creek Geothermal Project Outline Outline  World Geothermal Power Status  BC Geothermal Prospects  Pebble Creek (North Meager) Prospects.
SITE OBSERVATIONS SUMMARY (January through December 2010) McCormick and Baxter Superfund Site Portland, Oregon.
Reserve Study A Short and Long Term Budgetary Planning Vehicle
Physical Building Audit Physical Building Audit By; Engr.Dr.Attaullah Shah PhD ( Civil) Engg, MSc Engg ( Strs), BSc Engg ( Gold Medalist),), MBA, MA (
Site Investigation and Storage Structure Sizing CNMP Core Curriculum Section 4 – Manure Wastewater Storage and Handling.
Agenda August 5, Introduction – Natalie Robottom 2.Background and History – Rob Delaune 3.Present Conceptual Engineering Design Proposed Tasks -
PRINCIPLES OF GEOPHYSICS. Introduction Geophysics is an interdisciplinary physical science concerned with the nature of the earth and its environment.
AN INTEGRATED DESIGN CONCEPT … … FROM UNDERGROUND UP TO THE TOP ODOTECHNIKI LTD CONSULTING ENGINEERS Address: 59, 3 rd September Str.
Foundations and Earthwork Stott Bushnell, Cathryn Cecil, Tyler Cecil, and Craig Fowler – BFCC Engineering Residential foundations are very stiff, often.
FHI 32: FCC tunnel layout and transferline update Tuesday, 9 February 2016 CE Updates: Comparison of 100km Intersecting and Non-Intersecting options New.
IRON HORSE PARK (SHAFFER LANDFILL) Don McElroy, EPA Region 1, Remedial Project Manager Source:
Infrastructure and Operation meeting 20 th January 2016 Amberg’s Report Summary : Comparison of 100km Intersecting and Non-Intersecting options C. Cook.
Geotechnical Investigation Methods and Site Characterization Presented by: Robert J. Niber, P.E. WDP & Associates, P.C. Manassas, Virginia.
Introduction Do air-filled caves cause high-resistivity anomalies? A six-case study from the Edwards Aquifer Recharge Area, San Antonio, TX Mustafa Saribudak.
Models of the Earth Section 3 Section 3: Types of Maps Preview Key Ideas Topographic Maps Topographic Maps and Contour Lines Index Contour, Contour Interval,
FRONTIER .  Frontier communications corporation is a telecommunication company situated in U.S.A.  Later it was known as citizens utilities company.
Public Playground Safety Handbook 2008
Design and Construction of Composite Lined Landfills
Applications of wireline geophysics
Types of the soil in Duhok city Kurdistan Region – Iraq. by. Dr
Geotechnical Investigation
Community Meeting, July 18, 2016 Update Designs and Phasing
Stewart Crossing Phases 3 & 4.
Andrzej Kotyrba Central Mining Institute Katowice, Poland
Bridge Pile Foundation Evaluation for a Soil Remediation Project
Province Geotechnical and Tunnels Manager
Hussein H. Karim1, Imzahim A. Alwan2, and Fatima Assad Tayeb3
Chapter 3 Section 3 Types of Maps Objectives
Civil Engineering for FCC-eh IR
Remove this slide before submitting.
Soil & Site Investigation
CAPE & OUR PPN HISTORY IN BUSINESS SINCE 1953, PPN MEMBER SINCE 2014
MONTHLY STATUS REPORT– May 2013
Private Septic Systems
WENDELL PARK STORMWATER IMPROVEMENTS
Adding and editing users
The archaeological process
17.7 Single Clay Liner and Single Geomembrane Liner Systems
A Power Point Presentation
Adding and Editing Users
Private Septic Systems
Managing Rosters Screener Training Module Module 5
Distributor Want aka. Dis-WAnt
1 Stadium Company Network. The Stadium Company Project Is a sports facility management company that manages a stadium. Stadium Company needs to upgrade.
Backflow Survey Glen Burr.
Building Information Systems
Scott McFarlane & Richard Merifield
POSTER TITLE Author’s Name: font size 8-25
QuickServe Online New Features
Building Information Systems
Communication with PowerPoint
POSTER TITLE Author’s Name: font size 8-25 Logo Logo
Presentation transcript:

Geotechnical Investigation NCTC Stormwater Management Pond

Actual Quotes Regarding Geophysical Survey Results What do you call this stuff, Voodoo Engineering? Although I don’t know what it all means, the sections look pretty! So what color is bad, red or blue? I like the colored pictures more than the engineering technical mumbo-jumbo in the report.

SCOPE OF WORK Limited Geophysical Study Air-Track Probe Investigation

SITE PLAN

SITE HISTORY GEOLOGIC SETTING Previously filled sinkholes (concrete, soil and rock) Ravelling and subsidence continuing of sinkholes GEOLOGIC SETTING Conococheaque formation of Upper Cambrian Age

FIELD INVESTIGATION Phase 1 – Electrical Resistivity Imaging Phase 2 – Air-track Probes

SITE INVESTIGATION LAYOUT

2-D RESISTIVITY SECTIONS

2-D RESISTIVITY SECTIONS

2-D RESISTIVITY SECTIONS

ATP LOG

SITE COMPILATION (Swiss Cheese)

RECOMMENDATIONS Two options: Repair existing sinkholes with a reverse graded filter and a clay cap. Risk of future maintenance costs associated with any additional sinkholes that may develop beyond the repaired area. Repair existing sinkholes as noted above and install a geosynthetic liner. Best long-term solution.

GEOPHYSICAL SURVEYS IN KARST TERRAIN