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0 0 0 <br />PROJECT TITLE: <br />-PROJECT NUMBER <br />DESCRIPTION OF WORK: <br />_ <br />fill <br />1 Foothill Samtary Land _ <br />- <br />DRAINAGE CALCULATIONS <br />DRAINAGE CALCULATIONS <br />-- <br />T <br />E DRAWING DWG #1 - RETURN PERIOD: 100 YR <br />REFERENCE - <br />__ I <br />CALCULATIONS BY <br />CHECKED BY <br />- <br />GB _DATE <br />IFC <br />7/27/2010_ <br />DATE _ . 1712712010 <br />DESIGN <br />DRAINAGE <br />RUNOFF <br />Cwt SUM (A) COMP. OVERLAND <br />GUTTERICHANNELUCONDUIT <br />TRAVEL <br />TIME <br />RAINEALI. <br />DESIGN <br />COMMENTS (sae attacna0lable>) <br />POINT <br />I.D.e AREA <br />(aces) <br />COEFF. <br />C <br />COEFF LENGTH <br />C L <br />20 m n assumab <br />(sores) (acres) (tee) <br />SLOPE LENGTH SLOPE MANNING TRIAL VELOCIY <br />L a FLOW V <br />VOLUME <br />(tun; (fee;) !M.) (1ea1) (nlsecl <br />OVER1,10 <br />(min? <br />GJ TER <br />Ta <br />(rv.n.) <br />101E OF TOTAL <br />T< <br />Tc <br />rrin.) mn_) <br />INTENSITY <br />� <br />our) <br />DISCHARGE <br />O <br />IcTs7 <br />DEPTH VELOCITY <br />.... <br />(feel) (lusec) <br />Sta. 0 West <br />Al 6 <br />04 <br />3.2 <br />200 <br />2.0 <br />6< <br />133 <br />"t <br />53.2 <br />20.0 <br />2.0 <br />1064 <br />NQQ <br />A3 273 <br />0.0 <br />109 <br />20.0 <br />20 <br />21C <br />A4 796 <br />04 <br />31.6Sb <br />44.6 <br />99.1 <br />4459 0.005 1'Ocs <2 <br />20.0 <br />160 <br />3B0 <br />1.a <br />138.> <br />(`44x.) <br />05 <br />A5 14.9 <br />0.4 <br />60 <br />2G0 <br />20 <br />11.9 <br />St, 66+42 <br />20.0 <br />06 <br />A6 19 <br />0.a <br />76 <br />2.0 <br />15.2 <br />St. 93.01 <br />11]7 <br />9301 0(:0: 003 c2 <br />3'0 <br />570 <br />11 <br />1240 <br />az) <br />07 <br />A7 90.1 <br />04 <br />360 <br />200 <br />'-0 <br />72 <br />Sw 93.01 <br />STA: 93.01 <br />West <br />1a>_7 <br />1.330 <br />163.fi <br />Sts o E - <br />p6 <br />A6 26.6 <br />0.4 <br />114 <br />2n.0 <br />2.0 <br />22.9 <br />S.0 <br />29A9 <br />1296 <br />04 <br />51.8 <br />20.0 <br />2.0 <br />103.7 <br />S. 36.23 <br />010 <br />A10 26.1 <br />0.4 <br />10A <br />20.0 <br />2.0 <br />20.9 <br />514 36 - <br />all <br />All 10.5 <br />04 <br />42 <br />20.0 <br />STA: 36.23 <br />East <br />77,9 <br />20.0 <br />20 <br />155, <br />(Mex.): 1331, fora Areas <br />012 <br />To Pond 20SDO <br />0400 <br />8.2 <br />c0'0 <br />30 <br />Sta 52*82 <br />Q13 <br />21.100 21.100 <br />0.4 <br />8.4 <br />20.0 <br />2.1 <br />169 <br />S1.75,58 <br />014 <br />10.70) 10.700 <br />0.4 <br />4,3 <br />20.0 <br />20 <br />8 6 <br />Sta 75-56 <br />015 <br />13.100 13.100 <br />04 <br />5.2 <br />200 <br />2.0 <br />105 <br />SW 75+58 <br />016 <br />41600 41.600 <br />04 <br />16.6 <br />200 <br />2.0 <br />33.3 <br />Sta 7S*56 <br />STA: 75.6 <br />East <br />34.6 <br />