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Agmt10 G & E Engineering Systems Inc
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Agmt10 G & E Engineering Systems Inc
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Last modified
3/9/2010 11:07:12 AM
Creation date
3/9/2010 10:58:14 AM
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Agreement
Contractor Name
G & E Engineering Systems Inc
PROJECT NAME
Consulting Services
RMP File Number
304
Date
2/25/2010
MO Ref
10-14
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<br />':. <br /> <br />Seismic Vulnerability Study <br /> <br />reliable immediately after a large magnitude earthquake on either the San Andreas or <br />Hayward faults. As part of the design, we are considering the complete SFPUC <br />transmission system seismic reliability, including reliability to each individual Redwood <br />City turnout on existing BDPL 1, 2, 3 and 4, as well as future BDPL 5. <br /> <br />For the SFPUC, G&E developed the fault crossing upgrade design for BDPL 3, 3A <br />(new), and 4 pipelines where they cross the Hayward fault in Fremont at Mission <br />Boulevard. This includes detailed planning for a new 72" pipeline (BDPL 3A) and <br />retrofit of the existing 96" pipeline, outage planning, construction sequencing, etc. <br /> <br />For the SFPUC, G&E was the engineer-in-charge for the seismic retrofit of the BDPL 1 <br />and 2 pipelines where they cross the Hayward fault. This $10 million project was <br />completed in 2003. G&E also performed the seismic evaluation of the existing BDPL 1 <br />and 2 pipelines where they cross the Dumbarton Strait on a combination of 2,000 wooden <br />trestles, underwater crossings and steel trestle bridge; we have developed plans to keep <br />these pipes reliably in service for the next decade or so. We also evaluated in detail the <br />seismic reliability of all the SFPUC pipelines where they cross the Calaveras fault, <br />including preliminary design of the new seismic-tolerant Siphon 4. <br /> <br />Proiects with Similar Issues as the Redwood City Seismic Improvement Study <br /> <br />We have prepared U.S. nation-wide procedures for FEMA, the American Lifelines <br />Alliance, ASCE, and the U.S. National Institute of Building Sciences for water system <br />seismic vulnerability assessments. These have undergone substantive peer review by <br />numerous experts, and can be considered the "state-of-the-practice" in this area. These <br />books (cumulatively over 700 pages long) include: 2001: Water System Fragility. 2003: <br />Fire Following Earthquake. 2005: Guidelines for the Seismic Design of Water Pipelines. <br />These three books collectively represent the state-of-the-practice in seismic vulnerability <br />assessments for water utilities. <br /> <br />We have developed many capital seismic improvement programs for water utilities, and <br />have made many presentations to Boards of Directors, the Public and other stakeholders <br />in the decision making process. <br /> <br />In the past three years, we have successfully obtained FEMA grant money for seismic <br />upgrade for several water utilities, with typical funding between $1.5 million and $3 <br />million for each proj ect. These upgrades cover items such as open cut reservoirs, concrete <br />tanks, steel tanks, EBAA Flextend installations, building upgrades, pump station <br />upgrades, equipment upgrades, remediation / upgrade of pipes at fault crossings. We are <br />well able to develop a grant submittal on behalf of Redwood City for future FEMA <br />PDM-C 2009 or 2010 grant programs (see optional task 8d). <br /> <br />Seismic Evaluation Program: City of San Diego Water Department <br /> <br />October 9,2009 <br /> <br />Page 14 <br />
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