Council Bluffs Value Engineering Workshop

Slides:



Advertisements
Similar presentations
Planning and Development Committee West Corridor Update May 10, 2007.
Advertisements

MBTA Groundwater Action Plan Dr. Steve J. Poulos, P.E.
US101: SE 16 th – SE 36 th Street (Lincoln City) )Project Community Advisory Committee October 3, 2007 Workshop.
Project Development Process (PDP) Structures. PDP – Three Project Levels Major Project ~ 14 Steps Major Project ~ 14 Steps Minor Project ~ 10 Steps Minor.
Bewdley Flood Alleviation Scheme. Bewdley, November 2000.
BUILDING STRONG ® Do not include this Slide. This template is a guide for preparing power points presentations. The information requested is important.
Fort Bend Flood Management Association Flood Risk Reduction Symposium October 3rd, 2014 (Part-A) Brazos River at San Felipe - USGS Gage Fort Bend County.
US Army Corps of Engineers BUILDING STRONG ® Public Law 84-99, Rehabilitation and Inspection Program Mike deMasi Chief Emergency Management, PL Program.
HSDRRS Wave Overtopping Risk Reduction for Return Events Greater than 100 yr. By: John Monzon, P.E. Flood Protection Division Chief and Rickey Brouillette,
CEM-512 Value Engineering Highway Project: South Interchange.
Identifying and Evaluating Levee Improvement Alternatives – The City of West Sacramento Michael J. Vecchio, P.E. Watershed Planning and Design Sacramento,
New Orleans’ Levee Failures Chalston Layacan Elizabeth Lenker Jamie Mellies.
Pertemuan Matakuliah: A0214/Audit Sistem Informasi Tahun: 2007.
Systems Engineering Management
Session 7 Page 11 ECE361 Engineering Practice Brainstorming, Trades, Evaluation, and Conceptual Capture.
10 Stages Of the Engineering Design Process
Problem solving in project management
2014 CONSTRUCTION ESTIMATES Estimates Estimates 3 Point of the illustration? Document your assumptions.
Erosion Control/Damage Topic H. Erosion & Sentiment Control Defined by: – Environmental Regulations – State and federal laws – Standard specifications,
WETLANDS and LOCAL PROGRAMS Environmental Services Oregon Department of Transportation.
In-Delta Storage Process OverviewProcess Overview Program BenefitsProgram Benefits Project CostsProject Costs IssuesIssues Proposed Work Plan for FY 2003Proposed.
ASFPM – May 24, 2012 CASE STUDY – 408 PERMITTING AND LEVEE ACCREDITATION FOR WATERLOO, NEBRASKA ASFPM MAY 24, 2012 Presented by Randy Behm, PE, CFM Lalit.
Broadway Street Viaduct Improvement, Pre-Load Testing and Geotech Report Workshop Consultant Presentation Iowa DOT 2 nd April 2007.
CHE 165 Plant Design Introduction. Greensheet Review  Target is Study –Reported Verbally and in Text –Consists of Various Components  Most are submitted.
Growing the Value of Your Firm through Supplemental Architectural Services May 2011.
Modern Urbanized Stream Water Quality Improvement Technologies Creating a Net Zero Water Quality Impact Solution in the Natural Environment.
Module 6: Design Process Preliminary Field Review Preliminary Erosion and Sediment Control Design Report, including Preliminary NOI Package Alignment and.
BUILDING STRONG ® Do not include this Slide. This template is a guide for preparing power points presentations. The information requested is important.
ACCOUNTING INFORMATION SYSTEMS
ILLINOIS ROUTE 23 (LaSalle St.) DOWNTOWN RE-ALIGNMENT December 2, 2008.
Planning and Community Development Department Housing Element City Council February 03, 2014.
Responses to Levee Certification Requests 1.Closures 2.Maintenance Plans 3.U/S and D/S Levee Tie-ins.
North Section 1 st Avenue to RR North Section NP to RR South Section 1 st Avenue to 4 th Street Levee South Section 1 st Avenue to 4 th Street Levee.
Search Engine Optimization © HiTech Institute. All rights reserved. Slide 1 What is Solution Assessment & Validation?
Roseau River Flood Damage Reduction Project Roseau, Minnesota.
Quality Tools. Decision Tree When to use it Use it when making important or complex decisions, to identify the course of action that will give the best.
05C112011B Template Master – Update Tracking Number and Date Information Here Update tracking number and date on this slide Template Master – Update Tracking.
Ch205i ppt / 1. ch205i ppt / 2 What the WPCP Expansion Project Is Increase treatment capacity to 12 million gallons per day (mgd) ADWFIncrease.
BUILDING STRONG ® Value Methodology Applied to Levee Repairs Missouri River Basin 2011 Flood Repairs.
1 Introduction to Value Analysis Caltrans Delivers Value By Renee Hoekstra, CVS RH & Associates, Inc. for Caltrans.
Presented to: Central Valley Flood Protection Board August 23, 2013 Sacramento Area Levee Accreditation Key Results from Encroachment Analysis.
US Army Corps of Engineers BUILDING STRONG ® Emergency Response Policy Revision Update ( ER & EP ) Jeffrey Jensen CECW-HS USACE Flood Risk Management.
Central Valley Flood Protection Board Meeting – Agenda Item No. 8A Informational Briefing Presented By Board Staff and CH2MHill Consultants Model Funded.
US Army Corps of Engineers BUILDING STRONG ® Name of Levee Segment Presenter Name Presenter Title Duty Location Date of Presentation.
Leadership Skills. Team Meetings Set the agenda by defining goals and desired outcomes Set the agenda by defining goals and desired outcomes Keep the.
ILC 2007 Global Design Effort 1 Planning Damping Rings Activities in the Engineering Design Phase Andy Wolski Cockcroft Institute/University of Liverpool.
APPLICATION NO LEVEE DISTRICT No. 1 Of SUTTER COUNTY STAR BEND SETBACK LEVEE SUTTER COUNTY April 17, 2009.
East-West Corridor Connectivity Study – Study Recommendations November 17, 2009.
West Sacramento Area Flood Control Agency November 10, 2011 Update on Current Levee Construction Projects and on the Southport Sacramento River Levee Early.
Preliminary Engineering Analysis and Design Foxcroft Colony and Mosby Woods Condominiums Prepared for: City Council Work Session November 3, 2015.
County Road 19(Manning Road) & County Road 22 Improvements Environmental Study/ Preliminary Design Report November 2008.
EPA Region 7 Lead Remediation Byrnes Mill Dam and Park
Group 8 David Boley, Deneb Bosch, Nathen Miller, Thanh-an Sam
Detailed planning for fish farm construction Once the site has been selected, then initiation of planning begins. There are two main related components.
2nd Street Drainage and Paving Improvements
Design and modeling 10 step design process
Ten-Stage Design Process
Benchmarking.
Ten-Stage Design Process
Engineering Design Process
Value Management.
10 Stages Of the Engineering Design Process
10 Stages Of the Engineering Design Process
10 Stages Of the Engineering Design Process
Selecting the Level of Involvement
Lecturette 1: Leveraging Change through Strategic Planning
Lecturette 1: Leveraging Change through Strategic Planning
Sprague Avenue Phase II Survey Results and Next Steps
Effective Meeting.
Problem-Solving Communication
Presentation transcript:

Council Bluffs Value Engineering Workshop Industrial Park Levee Accreditation Value Engineering Workshop Kyle Tonjes, P.E. Jared Olson, P.E.

Industrial Park Levee (IPL) Background Information and 2011 Flood Fight

Industrial Park Levee (IPL) 204+00 224+00 236+00 244+00 A B C D 253+00

Inland Flooding Between IPL and Federal Levee

IPL at Ameristar

IPL at Warren and Cargill

Levee Segment A Re-align levee for flood fight access Original Study Recommendations: Re-align levee for flood fight access Armor riverward levee slope Remove concrete barriers Increase levee height (station 205+00) Improve interior drainage and replace drainage pipes through levee New Levee Alignment

Levee Segment B Remove concrete retaining wall and metal bin wall Original Study Recommendations: Remove concrete retaining wall and metal bin wall Extend levee top landward Raise earth embankment Improve interior drainage and replace drainage pipe through levee

Levee Segment C Embankment protection Sheet pile wall Original Study Recommendations: Embankment protection Sheet pile wall Regrade levee slope to 3:1 Riprap to normal high river level Gravel above normal high

Levee Segment D New levee alignment Original Study Recommendations: New levee alignment Fill boat slip or construct floodwall on west side of boat slip Blue line not animate. Check location of blue line. First build photos, fade out blue line

Value Engineering of Original Study

Proposed VE Work Plan TASK 1 TASK 2 TASK 3 PRE-WORKSHOP Deliverables: Preparation Phase Orientation Memo Team Member Homework Research Cost Estimating Deliverables: Detailed VE Workshop Agenda Homework Assignments TASK 1 VE WORKSHOP Information Phase Function Analysis Phase Creative Phase Evaluation Phase Development Phase Presentation Phase Deliverables: Preliminary VE Report Oral debriefing to owner and designer TASK 2 Deliverables: Help owner/designer decide on VE Proposals’ disposition Final VE Report POST-WORKSHOP Owner/Designer Review of VE Comments Implementation Meeting Preparation of Final Report TASK 3

VE Team

Workshop: Information Phase Activities Presentation of original study background and findings by the City Q & A discussion between workshop participants, City, and levee sponsors Site tour with levee sponsors Outcomes Design Criteria: FEMA 44 CFR.65.10 accreditation adequate vs. USACE ETL 1110-2-570 and inclusion in PL 84-99 program List of goals and expectations for the levee program List of major issues as viewed by the sponsors Task 2 VE Workshop

Workshop: Function Phase Activities Break down the project into basic functional Outcomes Five basic functions were identified for the levee project Stabilize Embankment Protect Embankment Increase Freeboard Prevent Backflow Drain Stormwater Task 2 VE Workshop

Workshop: Creative Phase Activities Brainstorming of ideas for each function group Judgment of ideas is discouraged at this point, a wide range of ideas is sought Not judging ideas immediately is difficult, but doing so keeps the creative process flowing Outcomes Development of a long list of ideas for each function group aimed at enhancing the original study proposals At this point the list of ideas is raw, some items may be duplicated under multiple function groups, etc. Task 2 VE Workshop

Workshop: Judging Phase Activities Develop screening criteria Increase level of protection Potential to minimize cost Strong technical solution Potentially acceptable to levee Sponsors and does not impact operations Enhances O&M Each VE Team member evaluates each idea based on screening criteria and votes for ideas that should be further considered Members may also reject ideas that are not believed to satisfy a majority of the screening criteria The facilitator then leads a discussion to resolve conflicts Task 2 VE Workshop

Workshop: Judging Phase (Cont) Outcomes List of ideas that will be carried forward for further development and cost estimating Ideas can be grouped and combined Rejected items are dropped Some items are judged to be equivalent to the original design (report) Some ideas are classified as future design suggestions Ideas that would normally be incorporated into or considered during a levee design Ideas that had minor cost implications would be better known during detailed design Cost implications were minor but have potential to affect O&M positively or negatively. Task 2 VE Workshop

Workshop: Development Phase Activities Develop the concept for each chosen idea into a complete VE Proposal Develop full proposal description and advantages and disadvantages Estimate quantities Estimate cost and compare to original study Prepare sketches or other backup information to document the proposal Group compatible proposals Outcomes List of fully developed VE proposals and the cost implications of each The proposals were presented to the levee Sponsors and the City at the end of the Workshop Task 2 VE Workshop

Major VE Proposals

High Ground Option Certify Ameristar Hotel area as high ground (LOMR-F) All areas where structural fill was placed to required height above 100-year WSE Levee ties in at south and east sides of high ground Eliminates concerns about utility locations Will require verification that basement meets “flood-proofing” requirements

Other Proposals Reconstruct drainage pipes through levee This is consistent with original study Eliminate sheet pile toe wall along Ameristar in Segment C Review of topographic survey and bathymetric survey shows 3:1 slope achievable without sheet pile Seed riverward slopes in Segments A & B instead of armoring with gravel/cobble Velocities appear low enough above normal high bank to not require slope protection beyond seeding Do not move levee west in Segment A Building clearances from levee toe adequate for 44 CFR 65-10

Discussion/Questions