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NUV-rs-a% 11,07 Fwun .KUNT .)6NeaN • A6sOCIAT111e 10.206326706e <br />IiYDR)LULIC PROJICT <br />I.C.N. 75.20.100 <br />A.C.N. 75.2 0.103 <br />tst�uttm ap ptssatcs © October 30, 1997dMr <br />tspplieent should rsfw m this dads in sit nrrapadwss) <br />►ua3 OF S pun <br />s, David 00-M 782-01 <br />Below <br />13. If a u is used it shall be large enough to pump the flows past <br />the s�ias ilia cQ for dam. Once tue pump is started it shall run <br />continuous) y CTI an outf&&11 stem is 3astall d. he pump <br />discharge sail be placed, downstream of the sandbag dam into an area <br />that will not create erosion. <br />MITIGATION SITE: <br />14. The round culvert shall be glaced on a flat gradient with the <br />bottom of the culvert placed below the level of the water table. <br />15. Fill associated with the culvert i tallation shall be protected <br />from erosion to the 100-year peak ow. <br />16. The culvert facility shall be maintained by the owner, per RCW <br />75.20.060, to endue continued, unimpeded fish passage. If the <br />structu a becomes a hindrance to fiRh passage,he owner shall be <br />responsible for obtaining an HPA and prov'ding pro t rn air. <br />Financial rasponsibility for maintenance and repair shall1 be that <br />of the owner. <br />17. The mitigation wetland shall be graded so it slopes towards the <br />open water area. <br />18. The wetland shall be co tructed isolated from the Marshland Canal <br />by a natural plug or co?terdam. <br />LOCATION: H 527 at the intersection of 100th Street SE in Everett and <br />Near the Spane Dairy on the Lowell-Larimer Rd. <br />bt <br />cc: Ton <br />y OP rmann WDFW Mill Creek <br />Bill Rail tag,Vettlaa08 Resources, 9505 19th Avenue SE, Ste 106 <br />Everett, he21 <br />Kurt Jensen & Arc tects, 3131 Makeson, Ste 200, Seattle, WA <br />98112 <br />Liz Greenhagen, City of Everett, Planninand Community <br />Development, 2930 Wetmore Ave, Ste 109, Everett, WA 98201-4044 <br />