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The site has been evaluated in accordance with thc procedures oudined in Section I-2.2.1 of the <br />Everett Stormwater Management Manual. A copy of the "Seasonal Limi'ation Rating Chccklist" <br />is attached (page ). I3ased upon the evaluation, thc scasonal limitntion periud far conswction on <br />this site is February I to November I. <br />The following tables illustrate the temp�rary nnd pennanent emsion control measures <br />recommended at this time. <br />TEDIPURARY CONTROL SUMMARY <br />BMP BMPs <br />No. <br />E2.10 Stabilized Construction Entranc <br />G3.10 Filter Fnbric Fence <br />E330 Storm Drain Inlet Prctcction <br />' E3.35 Sediment Tra or Sum <br />PGRMANENT CONTROL SUMMARY <br />13\1P BMPs <br />\ n. <br />I(1.35 Pennanent <br />L•'_.75 Riprap <br />Description of Protection <br />Pre��ent tracking dcbris onto existing pavement <br />Pratcct adjncent properiy aud wetlnnd buffer <br />areas fron� siltation <br />Prevent sedimcnt trom entcring existing und <br />nronscd catch basins <br />Prevent sediment from <br />Description of Protcction <br />urcas <br />and planting Protect exposcd soils from potential erosion <br />from rainfall dispersed over the site <br />Protect outfalls from potential erosion under the <br />dcsien tlow conditions <br />The general description and design criteria for each BMP are located in Chapter 2 uf the Cit�� of <br />li�crctt Storm�cater titana�cmcnt Manual. Refcr to thc Largc Parcel Erosion nnd Sedimentation <br />Control Plan (LPGSCP) and/or thc Road and Stonn Drainage Plan lor approximatc locations of <br />all [3MPs. <br />Usin� the Jesign inll���� hased on the pcak disch.ugc I'rom a 2-�•ear. 24-hour storn� from the <br />trihutan dr:iinage arca. ihc required trap surface arca (A,) is computed to be R37.50 square fect <br />�Scc thc attaclicJ 13asin Sununaries tor intlo�c in(unnntion!. <br />5 � <br />