CF Overview Status Progress Status to Date CF

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CF Overview & Status • Progress & Status to Date • CF Total Estimated

CF Overview & Status • Progress & Status to Date • CF Total Estimated Cost • Project Schedule • CF Organization • Summary Jan 25, 2005 CF Overview Status David Saenz saenzd@slac. stanford. edu

Progress to Date Lehman Review CD-1 (4/02) Tunneling memorandum and initial geotechnical report (8/03)

Progress to Date Lehman Review CD-1 (4/02) Tunneling memorandum and initial geotechnical report (8/03) Lehman Review CD-2 a (5/03) As-built program – on going Environmental sampling & waste disposal program – in process Jan 25, 2005 CF Overview Status David Saenz saenzd@slac. stanford. edu

Progress to Date - continued External Independent Review (7/04) Lehman Review CD-2 b, 3

Progress to Date - continued External Independent Review (7/04) Lehman Review CD-2 b, 3 a (8/04) Tunnel committee to review schedule, risks, safety, means and methods (8/04) Independent Cost Estimate (10/04) FAC Review (10/04) DOE Mini-Review (11/04) Jan 25, 2005 CF Overview Status David Saenz saenzd@slac. stanford. edu

Progress to Date - continued Title I complete Major design progress accomplished considering late

Progress to Date - continued Title I complete Major design progress accomplished considering late start of Title I (1/04 -5/04) Charrette sessions (brain-storming) Multiple design reviews (30%-50%-100%) 2 day VE session (collaborative team) Report available indicating $5 M savings Title I deliverables and milestones were met on schedule Interim services by JE between Title I/Title II Engineering studies for additional cost reduction and value added opportunities Jan 25, 2005 CF Overview Status David Saenz saenzd@slac. stanford. edu

Progress to Date - continued • Phase I Geotechnical Data Report (GDR) Aug 03,

Progress to Date - continued • Phase I Geotechnical Data Report (GDR) Aug 03, Phase 2 Geotechnical Data & Investigation Report (GIR) Jan 05 • Subsurface conditions were consistent with the previous report and site historical data Geotechnical Borings to Date Boring # Ground Surface Elevation (ft) Depth of Boring (ft) A 322. 77 81. 5 B 316. 37 91. 5 C 276. 05 41. 5 D 317. 45 81. 5 E 342. 22 106. 5 LCLS-1 245 32. 0 LCLS-2 245 31. 8 LCLS-3 278. 95 60. 0 LCLS-4 295. 46 61. 0 LCLS-5 354. 08 136. 5 LCLS-6 354. 40 137 • All borings have been above water table PEP Tunnel SLC Tunnel Points for Soil Samples Jan 25, 2005 CF Overview Status David Saenz saenzd@slac. stanford. edu

Progress to Date - continued GIR Findings (partial) Geology, Seismicity and Potential Hazards Seismicity

Progress to Date - continued GIR Findings (partial) Geology, Seismicity and Potential Hazards Seismicity Faulting: indicated that the peninsula-section of the San Andreas fault passes ~2. 5 miles SW of the site and has the potential to generate a maximum earthquake of Mw = 7. 1 The site is not located within a earthquake Fault Hazard Zone Jan 25, 2005 CF Overview Status David Saenz saenzd@slac. stanford. edu

Progress to Date - continued Ground Shaking Reports indicates that a number of past

Progress to Date - continued Ground Shaking Reports indicates that a number of past earthquakes have affected the area, 1906 and the Loma Prieta earthquake of Oct 17, 1989 During the Loma Prieta earthquake, movements of <0. 4” vertically and ~0. 2” horizontally occurred in the LINAC concrete housing near its junction with the SLC tunnel Future earthquakes as estimated by USGS estimated the chance of one or more major (>M 6. 7) along the San Andreas fault have a 21% chance of occurrence between 2003 and 2032 The probability of major faults in the SF Bay area during the same time period is estimated to be 62% Jan 25, 2005 CF Overview Status David Saenz saenzd@slac. stanford. edu

Progress to Date - continued Geology, Seismicity and Potential Hazards Summary Potential Hazards for

Progress to Date - continued Geology, Seismicity and Potential Hazards Summary Potential Hazards for faulting is considered low! Potential Hazard due to ground shaking is considered to be high! Potential Hazard of flooding is low! Potential Hazard of Slope Instability, in the form of slumps, is considered moderate to high during a major earthquake or rainy season at east/west sides of the berm and at the slope/bowl at the CEH Jan 25, 2005 CF Overview Status David Saenz saenzd@slac. stanford. edu

Progress to Date - continued Recommendations for Surface Structures (partial) BTH Since the structural

Progress to Date - continued Recommendations for Surface Structures (partial) BTH Since the structural loads from the thick concrete walls are required, the structural loads on the foundations are expected to be high. Therefore, a drilled pier foundation system is recommended using minimum 24” dia piers with a spacing of 6 times the pier diameter Interface with Existing Buried Structures Potential for some heave of the PEP tunnel during the construction phase of the X-Ray Transport tunnel Tunnels and Caverns Tunnel sections with larger cross sections should not be advanced full-face but sub-divided with a segmental approach Jan 25, 2005 CF Overview Status David Saenz saenzd@slac. stanford. edu

Conventional Facilities Spear Future Office Space Undulator Hall Research Yard Pep Ring Road SLC

Conventional Facilities Spear Future Office Space Undulator Hall Research Yard Pep Ring Road SLC Office Complex Survey Tower NEH Beam Transport Hall Future Beam Lines Beam Dump Front End Enclosure SLC Tunnel X-Ray Transport Pep Tunnel Jan 25, 2005 CF Overview Status David Saenz saenzd@slac. stanford. edu

LCLS CF Rendering At grade in RSY Cut & Cover Location of Pep Ring

LCLS CF Rendering At grade in RSY Cut & Cover Location of Pep Ring Rd BTH UNDULATOR HALL ELECTRON BEAM DUMP & FEE NEAR EXPERIMENTAL HALL AND CENTRAL LABS & OFFICE X-RAY TRANSPORT & DIAGNOSTICS TUNNEL FAR EXPERIMENTAL HALL Jan 25, 2005 CF Overview Status David Saenz saenzd@slac. stanford. edu

CF Cost Estimate ($K) Total CF Cost = $73. 4 M Jan 25, 2005

CF Cost Estimate ($K) Total CF Cost = $73. 4 M Jan 25, 2005 CF Overview Status David Saenz saenzd@slac. stanford. edu

CF Total Estimated Cost Jan 25, 2005 CF Overview Status David Saenz saenzd@slac. stanford.

CF Total Estimated Cost Jan 25, 2005 CF Overview Status David Saenz saenzd@slac. stanford. edu

LCLS CF Construction Schedule • Major construction phase FY 06 at 30 months duration

LCLS CF Construction Schedule • Major construction phase FY 06 at 30 months duration • Beneficial Occupancy dates are key to technical system interfaces • Site-work at NEH is key! Jan 25, 2005 CF Overview Status • Added additional time for CM/GC procurement phase: DOE approval and CM/GC subcontractor bidding phase David Saenz saenzd@slac. stanford. edu

CF Organization FY 05 Jan 25, 2005 CF Overview Status David Saenz saenzd@slac. stanford.

CF Organization FY 05 Jan 25, 2005 CF Overview Status David Saenz saenzd@slac. stanford. edu

CF Organization FY 06 -08 Jan 25, 2005 CF Overview Status David Saenz saenzd@slac.

CF Organization FY 06 -08 Jan 25, 2005 CF Overview Status David Saenz saenzd@slac. stanford. edu

Summary Path Forward… Geotechnical Baseline Report (GBR) Complete Construction of S 20 and MMF

Summary Path Forward… Geotechnical Baseline Report (GBR) Complete Construction of S 20 and MMF on schedule and within the budget Title II for RSY - CLOC Scheduled 02/05 thru 09/05 CM will be on board ~5/05 Title III Construction for RSY - CLOC Begin work plan for RSY activities Scheduled to commence 03/06 Funding limited Jan 25, 2005 CF Overview Status David Saenz saenzd@slac. stanford. edu