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C. Permitting — Lateral D Canal Realignment (Stanley Consultants) Include the Lateral D Canal realignment work effort in the Environmental Resources Permit to St. Johns River Water Management District. Additional services will include the following tasks: I . Update the wetland report and coordinate further with St. Johns River Water Management District. 2. Determine impacts, if any, to endangered species. Coordinate further with U. S. Fish and Wildlife Service. 3 . Perform one site review. D. Survey - Parcel right-of-wav needs associated with Lateral D Canal Realignment Area (Burdette and Associates) Provide design survey to encompass an area between the existing Sebestian River Water Control District Canal D right-of-way line and the proposed SRWCD right-of-way line due to canal re-alignment. The design services will include the following tasks: 1 . Provide design survey to encompass an area between the existing SRWCD right-of-way line and 25 feet beyond the following points describing the proposed SRWCD right-of-way line, referenced to the Baseline Survey: Station 63 +96.40, 184. 71 LT; Station 68+89 . 51 , 223 .01 LT; and Station 69+84.68, 226 .97 LT. 2. The design survey shall include locating the outer perimeter of any concrete structure, including but not limited to concrete pools, house structures and driveways that exists within the area enclosed as described above. 3 . Create legal sketches and description of the proposed right-of-way requirement from private land owner and Sebastian River Water Control District property to accommodate the canal realignment. 4. Update the electronic topography file and update the digital terrain model . 5 . Assist Geotechnical Engineer with Baseline Survey location. Stake on 200 foot intervals the Baseline Survey along CR510 and adjacent to Lateral Canal D between Station 57+00 and Station 78+00. Coordinate location of stakes with Geotechnical Engineer. E. Geotechnical — Lateral D Canal Realignment Area (GCME Inc. ) Additional geotechnical services will include the following tasks: 1 . Geotechnical soil borings along Lateral D Canal are detailed as: 10 auger borings each 20 feet deep and delineation of unsuitable soils using canal bottom probing method. 2. Geotechnical services shall include canal slope stability evaluation, roadway embankment beside canal slope evaluation, recommendation on method of slope stabilization and documentation of analysis. CR 510 Amendment 2 Page 3 of 6 6/25/2007