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M MASTELLER & MOLER, INC. <br />1655 27th Street, Ste. 2, Vero Beach, FL 32960 <br />M - CIVIL ENGINEERS <br />(772) 567-5300 <br />306+65.7 <br />32.9' L <br />10" DIP WM <br />18" RCP <br />309+32.2 <br />32.3' L <br />10" DIP WM <br />24" RCP <br />311+77.3 <br />32.4' L <br />10" DIP WM <br />24" RCP <br />314+99.3 <br />32.3' L <br />10" DIP WM <br />18" RCP <br />316+57.6 <br />32.8' L <br />10" DIP WM <br />18" RCP <br />320+15.9 <br />32.1' L <br />10" DIP WM <br />18" RCP <br />320+33.4 <br />23.8 <br />8" PVC WM <br />18" RCP <br />320+34.0 <br />17.3' R <br />8" PVC WM <br />58"x91" ERCP <br />320+99.4 <br />17.3' R <br />2.5" FM <br />58"x91" ERCP <br />323+48.2 <br />34.5' L <br />10" DIP WM <br />18" RCP <br />326+73.3 <br />33.0' L <br />10" DIP WM <br />24" RCP <br />327+27.1 <br />60.2' L <br />6" PVC WM <br />24" RCP <br />331+97.0 <br />30.9' L <br />10" DIP WM <br />18" RCP <br />334+15.7 <br />31.6' L <br />10" DIP WM <br />18" RCP <br />337+19.6 <br />29.3' L <br />8"/10" DIP WM <br />24" RCP <br />339+30.4 <br />29.2' L <br />8" DIP WM <br />24" RCP <br />343+93.9 <br />31.9' L <br />8" DIP WM <br />36" RCP <br />345+17.1 <br />32.2' L <br />8" DIP WM <br />24" RCP <br />347+25.2 <br />28.9' L <br />8" DIP WM <br />24" RCP <br />350+72.9 <br />33.1' L <br />8" DIP WM <br />30" RCP <br />352+62.2 <br />15.3' L <br />8" DIP WM <br />18" RCP <br />801+44.7 to 801+86.3 <br />33'± L <br />10" PVC FM <br />(2) J-7 M.H. & 54" RCP <br />801+48.6 <br />19.6' R <br />6" PVC WM <br />54" RCP <br />801+48.6 <br />31.5' R <br />4" PVC FM <br />54" RCP <br />It has been our experience the water main adjustments described above will not require <br />Florida Department of Environmental Protection (FDEP) permit approval. <br />Task J - 43rd Avenue / 45th Street Intersection Utility Adjustments Design & Permitting: Our <br />scope of services also includes a utility adjustment design for the existing water / wastewater <br />improvements generally parallel with 43rd Avenue at intersection of 43rd Avenue and 45th <br />Street as follows: <br />1. 10" force main along the west side of 43rd Avenue; <br />2. 4" force main along the east side of 43rd Avenue; <br />3. 6" potable water main in the northbound lane of 43rd Avenue <br />Both the water and force mains described above conflict with the proposed location for the <br />piping to be installed in the IRFWCD Sub -lateral A-7 stormwater piping improvements <br />planned along 45th Street. It is expected due to the length of water main and force main <br />adjustments to be designed at the 43rd Avenue and 45th Street intersection that FDEP permits <br />will need to be obtained. <br />Page 2 of 3 <br />