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SUBJECT14a2,,1`.1� STORM DESIGN <br /> _ SHEET <br /> r8►TpQI LQ►)nCnr JOB NO------SHEET-2 <br /> • COUNTY OF SAN JOAOUIN DESIGN 6Y-FWL5L DA7E 2 11 <br /> OF <br /> DEPARTMENT PUBLIC . WORKS CHECKED BY �'T <br /> DESCRIPTION CE.ITI-z / -R�-_DATE ? <br /> MAr.3 EviNING DESIGN DATA: ASSUMED TIME TO INLET AINUTES <br /> ELEVATION HGL AT BEGINING OF SYSTEM . I_ D4.Z A HGL ELEV-- __ <br /> ELEVATION HGL AT EfJD OF SYSTEM • APPROX. SYSTEM LENGTH_____ <br /> POINT Oc CONTRIB RUNOFF u - - -- _ APPROX. AVERAGE SLOPE <br /> CJ'•CENTRAT-ION- Ac IniCnsily O cts pipe Cott C CA CSlope Ler-91h ® Elev Elev HGL Veloci <br /> 6•s ®•` 3. Zt.s -����=- Inc®='== oametsr _tr�tt _ - �i1- --�11- _Ll_ tr s'y T. min -T, rt►in <br /> •Z -.2'.O __-_ - -- in pie Iolo1 <br /> A '•�° O.b I.o ?9.S 0.001 4o 1_0.0 - !. 1 <br /> L 28.2 <br /> %6 z <br /> •8 0.0 1 0 0.2 <br /> 30.g i g t.b A1•l <br /> Iog <br /> qq p� 0.1 `.2 <br /> L® ®.®V <br /> ® b 2.3 I.2 �33.b 3.2 0 5 43.L <br /> 1 <br /> 1.0 79.0 ,.+ 3r o0 35 0.l 1 .2 -44.4 <br /> 95.7 <br /> O 0.6 33.1 0.00 170 0.2 1• 1.S <br /> 2 0. 0.4 3 0.$ 6.001 230 O.z t. ?.o q <br /> 1, 3 <br /> 95.E <br /> W Tt~Q,� n.C• bo 0•I 1.4 0.5 4 <br /> ClspaNE1, <br /> S•3 3S.8 1.1 31.4:•0.3 95.7 <br /> 22 1.5 0.0'1 o t <br /> 2.0 0.5 4 <br /> A 29 1•S o.3 ® S 4 ` 0.001 1?o = , o- <br /> 37.2 <br /> A I•y , d.G91 3 0 0. �'.0 3.2 52.2 <br /> ®' ' ®.S 37.1 I.t AI.$• �0.3 <br /> o.00l X94 ,q ° <br />