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Orange County <br />Lake Orange Intake Tower Additional Services <br /> <br /> <br />Project 20P21019.01 / January 25, 2022 Page 3 Schnabel Engineering South, P.C. <br />calculate the depth to each reinforcing bar we observe, but rather to calculate a typical depth and note <br />typical variances, and identify locations that deviate from this. <br />Upon completion of the GPR survey we will prepare a memo summarizing the GPR survey procedures <br />and results. Based on the rebar configuration observed we will include in the memo a qualitative <br />assessment of the structural adequacy of the intake tower or provide recommendations on structural <br />analyses that could be done to confirm the adequacy of the intake tower to withstand hydraulic and gate <br />loads. It is our understanding that it is likely funds associated with our current contract could be re- <br />allocated to perform these analyses. <br />LIMITATIONS <br /> <br /> Progress of on-site work may be dependent upon weather and reservoir conditions, or other <br />factors beyond our control. <br /> We may not be able to identify all the reinforcing steel. In particular, steel at the edges of intake <br />tower may not be under the path of the GPR antenna sufficiently to detect it. In addition, the <br />ability to see steel at depth will be dependent on which frequency antenna we can use (based on <br />available space) and the amount the GPR signal attenuates in the concrete. <br /> The effectiveness of the proposed geophysical methods is dependent on many environmental <br />factors; results from these methods may vary depending on actual site conditions. <br />EXCLUSIONS <br />Services not specifically identified above are not included in the scope of services under this agreement. <br />The following services are not included in our proposed scope, but we can be provide a proposal for <br />these services upon request: <br /> <br /> Hydrologic and hydraulic analyses of the dam; <br /> Structural or stability analyses of the intake tower or auxiliary spillway; <br /> Preparation of breach inundation mapping and an Emergency Action Plan (EAP); <br /> Preparation of an Operation and Maintenance (O&M) Manual; <br /> Environmental studies or permitting; <br /> Surveys; and <br /> Attendance at meetings. <br />SCHEDULE <br />The work detailed herein will be performed at a time agreeable to both parties and when the reservoir <br />level and weather conditions will allow. <br />FEES <br />Our lump sum fee for the Task 6 services described herein is $11,000. The fees for work requested <br />beyond the scope of services included herein will be based on our current unit prices at the time the work <br />is authorized or a negotiated lump sum. Services will be billed for the lump sum fee upon completion of <br />scope of services detailed herein and delivery of the deliverable. <br /> <br />DocuSign Envelope ID: 3667B243-40E4-479A-AE63-F797402CD54A