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FIGURE 4 ®1 <br /> SUBJECT STORM DESIGN ® JOB NO SHEET OF <br /> COUNTY OF SAN JOAQUIN DESIGN BY—DATE-19— <br /> DEPARTMENT OF PUBLIC WORKS CHECKED BY—DATE-19— <br /> DESCRIPTION <br /> YDATE 19_DESCRIPTION BEGINING DESIGN DATA: ASSUMED TIME TO INLET= MINUTES <br /> ELEVATION HGL AT BEGINING OF SYSTEM A HGL ELEV <br /> ELEVATION HGL AT END OF SYSTEM = APPROX. a1 STEM LENGTH <br /> APPROX. AVERAGE SLOPE <br /> POINT OF CONTRIB RUNOFF Intensity 0 cfs Pipe Slope Length A Elev Elev HGL Velocity T, min T, min <br /> CONCENTRATION Ac A gSe1 C CA E CA i) (*CAsi) Diameter 0/11 11 Ift (f I) (f s in pipe tocol <br /> J <br />