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Chapter 4 as Best Management Practices for Erosion and Sediment Control <br /> c VEEV` 6' wMIA,llJIM SPAC04 er <br /> OFZXjV <br /> SPACERS <br /> t X 4" ANCHORS <br /> • � ; . /— EMERGENCY OVERFLOW <br /> ' ' • Perapectivo View <br /> Jam✓, r ^ti+ <br /> Z' x +• ►vE IR <br /> 2r X 0 SPACER <br /> SAND RA41 OR <br /> Z' kALNIMUM LENGTH ALTERNATE WEIGHT <br /> Of Y X 40 � <br /> x WEIR <br /> • <br /> GR&YEL <br /> Side Elevation <br /> .2" X 4' SPACER <br /> WIRE 1(Es;H <br /> " , . . 91 ,: : rNLET <br /> SPECIFIC APPLICATION ` • . + . TO <br /> PIPE <br /> THIS METHOD OF INLET PROTECTION IS APPLICABLE <br /> 10 CURB INLETS WHERE A STURDYo GOWPACT INSTALLATION <br /> IS DESIRED. EMERGENCY OVERFI.OW CAPABILITIES ARE <br /> 141141MAl., S8 EXPECT SIGNIFICANT PONDING WITH TKiS <br /> MEASURE . <br /> GRAVEL SHALL BE YDOT COARSE AGGREGATE � <br /> # 5 , . F557 OR #5 <br /> Plate 4 .08L Gravel Curb Inlet Sediment Filter with Overflow Weir <br /> Source: Maryland Standards and Specifications for Soil Erosion and Sediment Control <br /> 449 <br />