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Siting/Conventional Facilities Jonathan Hunt PIP-II Machine Advisory Committee 9 March 2015.

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Presentation on theme: "Siting/Conventional Facilities Jonathan Hunt PIP-II Machine Advisory Committee 9 March 2015."— Presentation transcript:

1 Siting/Conventional Facilities Jonathan Hunt PIP-II Machine Advisory Committee 9 March 2015

2 Outline Introduction –Fermilab FESS Engineering Department - Civil Engineer –Professional Engineer, PMP, LEED Green Associate –BS Civil Engineering Siting Scope/Requirements Conventional Facilities Site Power Requirements 3/9/2015Jonathan Hunt | P2MAC_20152

3 Siting Siting History – 2014 Version 3/9/2015Jonathan Hunt | P2MAC_20153

4 Siting Current Version 3/9/2015Jonathan Hunt | P2MAC_20154

5 Siting Wetland Map 3/9/2015Jonathan Hunt | P2MAC_20155

6 Scope/Requirements Grading Plan 3/9/2015Jonathan Hunt | P2MAC_20156

7 Scope/Requirements Linac Cross Section 3/9/2015Jonathan Hunt | P2MAC_20157 El. matches Booster and Main Ring tunnels

8 Scope/Requirements Transfer Line at Booster Cross Section 3/9/2015Jonathan Hunt | P2MAC_20158

9 Conventional Facilities Site work –Grading ~75,000 CY excavation –Wetland Mitigation Current estimate is 0.40 acres of wetlands disturbed –Mitigated at estimated 4:1 –4 x 0.40 acres = 1.60 acres of wetland mitigation Methods for mitigating wetland disturbance –Purchase wetland bank credits (estimate $70,000 per acre) –Enhance existing wetlands on-site –Create new wetlands on-site Permitting process takes approx. 1 year –Drainage –Roads –Landscaping 3/9/2015Jonathan Hunt | P2MAC_20159

10 Conventional Facilities Utilities –Power 10,000 LF of new duct banks and feeders Upgrades to two substations included –Communications 2,000 LF of new duct bank –Chilled Water Upgrades to Central Utility Building (CUB) included New supply and return pipe from CUB to Linac –Industrial Cooling Water Connect to piping along Main Ring Road –Domestic Water New supply from CUB –Sanitary Plan includes new lift station –Gas 3/9/2015Jonathan Hunt | P2MAC_201510

11 Conventional Facilities Facilities Construction –Below grade tunnel enclosures ~1,460 LF of underground tunnel enclosure –720 LF Linac tunnel dimensions – 15’ W x 18’ H –740 LF Transport tunnel dimensions – 10’ W x 8’ H –Above grade Linac Gallery Total area of gallery = 30,000 SF –Center Service Building Area of building = 12,000 SF Highbay 2 cranes (20 tons each) 3/9/2015Jonathan Hunt | P2MAC_201511

12 Conventional Facilities Sequence of Construction –T - 0 Begin Wetland permit process –T + 1 year - Begin Underground Construction Work Start Excavation and stripping topsoil Place concrete for tunnel enclosures Start utility installations –T + 1.5 years - Begin Above Ground Construction Work Foundations for support buildings Conduits/chases connecting Linac tunnel and Linac Gallery Finish support buildings –T + 3.5 years - Backfill, Seed, and Finishing work –T + 4 years - Complete Construction Work 3/9/2015Presenter's Name | P2MAC_201512

13 Site Power Requirements Site Power Estimate Power fed from both Kautz Road and Master Substations 3/9/2015Jonathan Hunt | P2MAC_201513 System Wall-Plug Power (kW) RFQ and MEBT RF320 SC Linac RF1,100 Magnets (quads, solenoids, dipoles)300 Cryogenic Systems3,250 LCW200 Chilled Water500 HVAC200 Conventional Systems300 Total =6,170

14 Summary Standard construction practices Centralized location of Linac, close to existing utilities and infrastructure Minimizing impacts to existing wetlands 3/9/2015Jonathan Hunt | P2MAC_201514


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