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Page 2 <br />Water Quality <br />5. 1.1 inches of runoff needs to be used in the infiltration calculations for the current RCWD <br />rules in the Turnberry Crossing 2nd Addition Site Drainage Narrative.pdf. <br />6. Please update the "Filtration Volume provided" section of the Site Drainage Narrative to <br />reflect the HydroCAD model for both the basin names and volume filtered. <br />Erosion Control <br />7. Inlet protection locations should be labeled on the Grading Plan. <br />Ememency Overflow (EOF) <br />8. All bio filtration basins need to have an EOF labeled on the Grading Plan with arrows <br />indicating direction of flow. <br />9. All catch basins located at low points, both on and off the street, need to have EOFs <br />labeled on the Grading Plan with arrows indicating direction of flow. <br />Freeboard <br />10. One foot of freeboard is needed between all EOFs and the adjacent buildings low <br />openings. <br />SACommunity Developrawt\ProjeasTlanning Cases\7Wmberry Crossing 2nd Addition\Staff Reports\20150408 P&Z POD PP Arnwd\5 City Engineer Letterdo <br />