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------START OF SUB -FILE ------ <br />1: REM SCS Type lA Distribution (100 year - 24 hour) <br />2: HYE 10 0.0040 0.004 0.004 0.004 0.004 0.004 0.004 0.004 0.004 + <br />3: 0.004 0.005 0.005 0.005 0.005 0.005 0.005 0.006 0.006 0.006 + <br />4: 0.006 0.006 0.006 0.007 0.007 0.007 0.007 0.007 0.007 0.0082 + <br />5: 0.0082 0.0082 O.00B2 0.0082 0.0082 0.0095 0.0095 0.0095 + <br />6: 0.0095 0.0095 0.0095 0.0133 0.0133 0.0133 0.018 0.018 0.034 + <br />7: 0.054 0.027 0.018 0.0133 0.0133 0.0133 0.0088 0.0088 0.0088 + <br />8: 0.0088 0.0000 0.0088 0.0088 0.0088 0.0088 0.0088 0.0008 + <br />9: 0.0088 0.0072 0.0072 0.0072 0.0072 0.0072 0.0072 0.0072 + <br />10: 0.0072 0.0072 0.0072 0.0072 0.0072 0.0057 0.0057 0.0057 + <br />11: 0.0057 0.0057 0.0057 0.0057 0.0057 0.0057 0.005' 0.0057 + <br />12: 0.0057 0.005 0.005 0.005 0.005 0.005 0.005 0.005 0.005 + <br />13: 0.005 0.005 0.005 0.005 0.004 0.004 0.004 0.004 0.004 + <br />14: 0.004 O.004 0.004 0.004 0.004 0.004 0.004 0.004 0.004 + <br />15, 0.004 0.004 0.004 0.004 0.004 0.004 O.OU4 0.004 0.004 + <br />16: 0.004 0.004 0.004 0.004 0.004 0.004 0.004 0.004 0.004 + <br />17: 0.004 0.004 0.004 0.004 0.004 0.004 0.004 0.004 0.004 + <br />18: 0.004 0.004 0.0006 <br />Total in original hyetograph : 0.17 Inches <br />Total volume rain in production hyetograph : 1.55 Inches <br />Maximum intensity : 0.50 Inches/Hr <br />19: RET <br />------ END OF SUB -FILE ------ <br />6: REM HYETOGRAPH VALUES FROM THE D.O.E., 10 MINUTE INTERVALS <br />7: REM SCS SOIL CLASSIFICATION ALDERWOOD 6 (C) <br />8: PDA 0.013, 4, 1.5, 1, 2, 0.004 , p <br />9: <br />10: aaaaaaaaaaaaaaaaaaaa C <br />11: EXISTING CONDITIONS G, Jp <br />12: <br />aaaaaaaaaaaaaaaasaaa V/ <br />13: <br />14: NEW TOTAL SITE - <br />15: SCS 1.20, .041, 98, 81, 18.76 (Basin E-1) A L <br />16: SCS 1.01, .026, 98, 81, 26.9 (Basin E-2) <br />Note: Time of concentration for basins E-1 a E-2 were calculated using the <br />Standard method described in the D.O.E. Stormwater Manual. <br />17: PIP 1, 100, 100, 98, 97.96, 12 (Link #1, Existing flow from site) <br />NOTE: No flow to inlet. <br />18: HOL EXISTING <br />19: <br />20: <br />21: aaaaaaaaaaaaaaaaaaaa <br />22: DEVELOPED CONDITIONS <br />23: aaaaaaaaaaaaaaaaaaaa <br />24: <br />25: NEW A <br />26: SCS 0.680, 1, 99, 90, 20, 0.042, 190 (Basin A) <br />Computed concentration time : 0.77 Minutes <br />27: PIP 104, 498.57, 501.05, 496.07, 495.55, -12 (Link 02) <br />NOTE: No flow to inlet. <br />28: HOL A <br />29: <br />30: NEW B <br />31: SCS 0.136, 1, 98, 90, 20, 0.047, 110 (Basin B) <br />Computed concentration time : 0.54 Minutes <br />32: PIP 43, 501.81, 501.05, 499.31, 495.55, -12 ILink #3) <br />14 <br />