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3) Emmanuel Baptist Church pond was impacted by the proposed expansion of Kings Highway from a two-lane to a 4 -lane divided roadway. The analysis required evaluating the existing permit for the existing retention pond on the church property, evaluating the impacts from the roadway and performing the hydraulic analysis. This information will be included in the St. Johns River Water Management District Permit Modification. 4) A new pond location has been established on the Overby property. This effort includes Pgnrd inn tinn with the riPyPlnpo.r and hir eonni neer. I�lo� ., 1 C ti iv�utivii i� ........., wib.. a„a.j„a v. tuC r�C'rr wi � be performed as well as modification to the proposed storm sewer system in the Kings Highway construction drawings. 5) The two ponds within Basin C and Basin D have been relocated within their respective blocks. This effort includes the design analysis and the revisions to the storm sewer system in the plan/profile sheets and cross sections. 6) The Basin B pond has been reshaped within the property to accommodate a portion of Laurel Homes. This effort includes the design analysis and changes to the construction plans. 7) In an effort to reduce right of way acquisition, analysis was performed to determine if compensating treatment for the side streets could be undertaken outside of the side street locations as previously permitted by St. Johns River Water Management District. This effort included coordination with St. Johns River Water Management District, hydraulic analysis, and modification of the retention ponds to accommodate the additional required treatment volumes. 8) All of the modifications mentioned above have been summarized, compiled and included in a narrative in-depth report to be submitted along with an application for permit modifi ,ation to St. Johns River Water Management District. This will include the preparation of drainage basin schematics, formatted analysis of each basin, description of modifications from original permit, preparation of the permit application and follow up on request for additional information from the District. 9) Construction plans will be prepared for the relocation of a force main on I st Street and 4th Street. These six -incl[ force mains must be kept in service during the construction of the bridge replacements on these respective streets. The utilities have been installed since the original scope of work was contracted. This effort will include coordination with the utility companies, insertion of the existing utilities into the construction plans, preparations of construction plans to include plan view and utility adjustment details. This effort will also include permit applications to FDEP. 10) The proposed development east of the 5th Street intersection with Kings Highway is proposing a bridge crossing over the Lateral "B” Canal. This crossing will require that the structure meet the clearance requirements of the Indian River Farms Water Control District. In order to accommodate this bridge elevation, the intersection must be elevated to a finished grade elevation of the bridge. This effort will include modification of the Kings Highway profile grade line, modifications of inlet locations in the vicinity of the intersection, and the modification of cross sections. Page 2 0174