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OS 8/26/98 Hardt Engineering page 4 <br />EMERALD GARDEN <br />DETENTION CALCULATIONS <br />------------------------------------------=________- <br />HYDROGRAPH SUMMARY <br />PEAK TIME VOLUME <br />HYD RUNOFF OF OF Contrib <br />MIlN RATE PEAK HYDRO Area <br />cfs min. cf\AcFt Acres <br />_____________________________________________ <br />1 0.018 96� 938 cf 1.93 6~�"' <br />2 0.073 49�1 2747 cf 1.93 L�jZ Cx <br />3 0.216 490 5840 cf 1.93�� -IZ � <br />4 0.478 990 11116 cf 1.93�s, � Ex <br />5 0.217 480 3883 cf 1.93 G w 4t.� <br />6 0.408 480 7067 cf 1.93 L yZ � <br />7 0.671 480 11430 cf 1.93 �� �Z �sr <br />8 1.063 480 17956 cf 1.93 �aa y2. rL�1 <br />10 0.036 990 1374 cf 0.00 Se ti L�L a <br />113 0.036 1960 4815 cf 1.93 Z� Q.L�saaL <br />19 0.135 970 8406 cf 1.931� -� ¢�,,.s.yt <br />20 0.507 530 14918 cf 1.93 �"`�L. ��iL <br />