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� <br /> , JUN-2B-01 1i =29 FROM:EVERETT PG.ANNING DEPI' ID:42525?8742 PACE 6/7 <br /> 50% of the standard bufter wldlh at any pofnt (Section 37.100). The proposed project <br /> Includes construcllon ot one dupl�x and associated drivew•ys and Iandscaping on ths <br /> ezstem portion o1 the subject parcel. 8uffer width averag!ng viiil be us�d to reduce the <br /> buffer on ihe east side of Wetland A and tnuease the buff�r c�the west si�e of Wetlend <br /> A, and will follow tt�e above mentioned guldelines for buBer widt:^.avsraging yiven by the <br /> ct�y(c�ty or Everen co�a 3�.�00). <br /> MINIMIZATION AND AVpIpANCE <br /> Best managemenl pracUces (B�APs) wlll be empbyed during construcfron io preserve <br /> and protect water quality in the project vicinriy. The foilewing BMPs should be employed <br /> durinp construction to prot�ct water quati.ry. <br /> SEDIMENTIEROSION CONTROI <br /> � .. <br /> Si�� fenc�s nhnuld be installed ai fhe edge of lhe welland 6uffer, and at the tce of all fill <br /> slo�es beiore tfie start of any canstruction. Silt fences should be oonstructed using <br /> cu�eni standard materials acceptad by tha City of Everett 5flt fences shouki be dug in <br /> to approximately 12 inches, backfilled ar.d stsked. Stakes should bs driven to a depth of <br /> 1.5 feet, and spac3d at maximum intervals of 6 feet. To minimfze potential for s�lt fenca <br /> fel(ure, sllt should he remaved tron� behind the fences when siR depth becomes greater <br /> than 1/3 the hoighk of the Fence. f.11 silt and silt (eoces shouid be removed upon <br /> compi9tion of the project. Ail dis4 oed sbpes, including cut and fill slopes, should be <br /> hydroseede, to minimize sudiman; runoH. To turther reduce tha potentlal for sediment <br /> runoH into 4Netland A and Swemp Creek,overburden mafieriats should be storrJ off-site. <br /> All temporary eros(on art�sediment control mcesures should be removed within 30 days <br /> aRer final site stebilizalion is achfeved o� after the lernporary BMPs are no longer <br /> r�eeded. A sllt tence shoWd not be wnsfdered tamporery i(it muat fun��fon beyond the <br /> Iffe of the contract Trapped sedimenf should be removed or stabiGzed on the site. <br /> Disturbed soil areas resulting from removal should be permaner.tiy stabilized. <br /> Jule mctting ahould be used to provlde Immediate protection io exposed soil during any <br /> perbd of short ccnshucUo�i delays to st2btliz� the sofl unAl vsgetation fs e�,tabfished, or <br /> as dlrected by the engineer. <br /> HAZARDOU3 MATERIAL.S � <br /> The contractor should devalop a Pollution ConVol Plan, Tha crntractor should bo <br /> resporolble for containmant nnd rsmoval of any hazardous mat�:tiels released. Tha <br /> Pollution Con!ml Plan should Identify people responsible for ImF{ementing the plan H a <br /> spiil oi dangerous or hezardous waste shoultl occur and how Iha splll wilt ba contalned <br /> and cloaned up. (nciuding removal of contaminated soll. Any spill that occurs, <br /> regardless oF size andlor type shauld be reported to ttte City o`: Evera@,cvhich will then <br /> notify the appropriate aganeies. <br /> The contractor should designate a specfic steging eree for all equipment malntenance <br /> and storege. This erea shouid ha located,away from art drainage courses. All <br /> equipmer�t and vehicles should de park�d on a devlce lhnt will con[ein uIl kelJng ttuids <br /> (i.e. drip pans or equipmant riiaper). Vehiclos end equipment should be mafntained so <br /> leeking fluids causes no pollution. <br /> 2 '°l� <br /> � 'd �SZL-iS9 ',09E1 c"no.1� Fef eGZ=OT iD nZ unC . <br /> � <br />