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5835 W. 74th Street <br />Indianapolis, IN 46278-1757 <br />T (317) 876-0200 <br />www.sme-usa.com <br />© 2022 SME P00307.22+020122 1 <br />February 1, 2022 <br />Mr. Thomas McNicholas <br />American Structure point, Inc. <br />205 West Jefferson Blvd, Suite 404 <br />South Bend, Indiana 46601 <br />Via E-mail: tmcnicholas@structurepoint.com (PDF file) <br />RE: Proposal for Geotechnical Design Services <br />University of Notre Dame Hydroelectric Project <br />Seitz Park Retaining Wall <br />City of South Bend <br />South Bend, Indiana <br />SME Proposal No.: P00307.22 <br />Dear Mr. McNicholas: <br />SME is pleased to present this proposal for geotechnical design services for the <br />subject project. The scope of services, and associated professional services fee, <br />are contained herein. <br />SITE CONDITIONS AND PROJECT DESCRIPTION <br />The project site is located at Seitz Park in South Bend, Indiana. The project site <br />is also part of the University of Notre Dame hydroelectric project; FERC project <br />number P-7569. The project includes replacing a portion of an existing concrete <br />retaining wall that is experiencing some significant deterioration. The concrete <br />wall stem (above the river water level) consists of cast in place concrete, <br />however, we understand the foundation supporting the wall stem consists of <br />cobbles and boulders. The wall is located along the west side of the East Race, <br />just west of the future inlet for the hydroelectric project. The wall connects to the <br />existing headgate of the East Race, and to a new concrete cantilever retaining <br />wall associated with the hydroelectric project. <br />In an attempt to avoid constructing a cofferdam and dewatering, we understand <br />the project team selected a sheet pile system for this retaining wall repair. The <br />intent is to remove the concrete wall stem and install the sheet piles through the <br />underlying cobbles and boulders and into the natural sand and clay subgrade. <br />The length of wall to be repaired is about 60 feet. The wall will retain up to 13 <br />feet of earthen subgrade, along with a live load for pedestrian traffic and <br />occasional (relatively lightly loaded) maintenance vehicles. A statue will also be <br />located about 5 to 10 feet away from the wall repair. <br />We understand the project team has selected to reuse some of the 35-foot long <br />NZ19 sheet piles that were used for the hydroelectric project. These sheet piles <br />have served their purpose for the hydroelectric project and will be removed in the <br />near future. <br />DocuSign Envelope ID: 7577D775-B779-4E56-9B57-400C7C84145CDocuSign Envelope ID: D4FF8BCD-1E44-413E-9A62-99BE724EBEE4