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DocuSign Envelope ID: AFOFC7DF- FDAD- 4E58- A786- 72F744EA8560 <br />June 22, 2018 ECS Southeast, LLP <br />Utility Clearance /Site Restoration /Schedule <br />The utility clearance, site restoration and project schedule information detailed under Phase 1 (Initial <br />Geotechnical Exploration) will also apply to the Supplemental Geotechnical Exploration. <br />FEE <br />ECS will provide the proposed scope of services outlined in this proposal for the following fees: <br />Task No. <br />Task Description <br />Proposed Fee <br />Fee Type <br />1 <br />Phase 1— Initial Geotechnical Exploration <br />$8,400 <br />Lump Sum <br />2 <br />Phase 2 — Supplemental Geotechnical <br />Exploration <br />$5,500 <br />Lump Sum <br />TOTAL: <br />$13,900 <br />Our fee assumes that the proposed site is reasonably accessible based upon our assumptions detailed in <br />this proposal. If any additional services are requested or required based on differing site conditions, we <br />will contact your office (or assigned representative) for verbal and written authorization for additional <br />services. Any additional services will be performed in accordance with our project unit rates on a time <br />and material basis. <br />EXCLUDED GEOTECHNICAL SERVICES <br />Without attempting to provide a complete list of all or potential geotechnical services performed by ECS <br />that will be excluded from this proposal, the following are specifically excluded. ECS can perform these <br />services; however, the proposed fees do not cover any of these services. We would be pleased to <br />provide you with a separate proposal for additional geotechnical services if these services are <br />determined to be beneficial to the project. <br />• Seasonal high water table determination. <br />• Infiltration rate testing. <br />• Pressuremeter testing. <br />• Shear wave velocity measurements for seismic site class determination (ReMi). <br />• Seismic refraction testing <br />• Geotechnical exploration and recommendations for deep foundations, such as piles or <br />drilled shafts. <br />• Design of site retaining walls. <br />• Pavement design recommendations. <br />ECS Proposal No: 06:20895 <br />Page 17 <br />gi- <br />