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DRAFT <br />927.05 STREETS, UTILITIES AND PUBLIC SERVICES CODE 66H <br />(E) The deuth of the dewatering zone of the sediment settling <br />must be less than or equal to five (5) feet. <br />(F) Sediment must be removed from the sediment settling pon <br />when the design canacitv has heen rerlncerl hv dO nernent <br />G <br />e <br />ren, must <br />usea wnere site limitations would preclude a safe design. <br />(H) Temnorary sediment settlin2 nonds will not be constructed in <br />anv stream channel. <br />(4) D°""r'°+°" `'e~+~o's. Sediment Barriers. Sheet flow runoff from denuded <br />areas shall be f?±°r°a ,,: a;?.°.?°a + ?v „ ., u t+l• f•l•+ no o+o „t,.,,ls <br />?a ?vu <br />M tva • . ,.r .... . .. . . <br />Silt <br /> <br />Maximum drainage area (in ----------- <br />Range of slope for a particular <br />acres) to 1001inear feet of Silt drainage area (in percent) <br />Fence <br />0.5 < 2% <br />0.25 > 2% but < 20% <br />0.125 > 20% but < 50% <br />(5) Storm sewer inlet nrotection. <br />JAI All storm sewer inlets w-hiek that accept water runoff from the <br />development area shall be protected so that sediment-laden water <br />will not enter the storm sewers sys±r::: :.?:t?:ot* ?' ?.. s*? '? f''* a <br />` ? <br />or otherwire tr-eat ' + .,.., oa: a.,+ ni„ ,. .i.,. ,.t,....,. a....:__ <br />,' <br />+l•° ?c? •,^?-iisfaet=Ela-Ot-IYt(ir?), EngnzcCr,-ti-fY'cdirtt +cttt,-si3itti-b2` <br />SiRirz-rr3+i--be flµL.ed d,] aoo.== -s+ ?_ -- <br />.. ?: unless the storm drain svstem <br />drains to a Sediment Settlin Pond and is exemnted in writing <br />as <br />siaQiiization, as aetermined by the Community Enginee? <br />All mlets recervin2 runoff from drainage areas of one or <br />acres will repuire a sediment settling nond. <br />e <br />E <br />be <br />from the svstem and <br />Tahln 1- C;1+ Fo....o A.,.,1; ..1,:1;s..